آمار

Eُnvironmental chemistry
start of heading with the environmental chemistry

 

 

http://www.iran-transportation.com/safar/news/sosan.gif

Research Webloge In Environmental
pollution in River,
surface water quality
and  Pounds & Dams

I am trying to make a place
to find good materials in
Environmental impact assessment with
chemistry and Hydrology aspects, on
rivers and Dams
وبلاگ پژوهشی آلودگی محیط زیست آبهای سطحی ورودخانه ها
,آبگیرها و سدها
 
  
content
 -------------------------------------فهرست--------------------------------------
  1.  starting Environmental chemistry 
  2. Introduction
  3. Analysis methods in environmental chemistry
  4. STUDY SKILLS
  5. Anthropogenic environmental disasters

  6. interview with god  
  7. Articles and suitable linkes          
  8.    Books download
  9. Books and Control water quality Datas  
  10. Ideas and News    
  11. Water and EnvironmentSiatel Boss message
  1.  ==================================================

 

 

 Environmental chemistry

 





Hello,Wellcome



  Hello, Dear sun flowers that are
searching light in evrey where! ... o

 ای گل آفتاب گردان که بسوی نور دائم میچرخی !

من سیامک غلامی , دانشجوی دکتری محیط زیست  هستم.

 if you didnot get your request or survey in

this blog (site) please set you request note

/message to me in below;

  write I am a visitor

address Email:gho510@yahoo.com

or

  پیام های شما برای من(.....)  set your message to me please ( ...... 

 


                                

and My topic is

Study of water pollution Assessment and Environmental

Risk Management of CauveryRiver

at Krishna Raja Sagar Dam and its downstream

KRS Dam, Mysore, india

Daik of Dam at KRS garden (Brindavan)a

 

But

 science belong to all and i would like

to be your consultant and assistant in

Environmental chemical water projects

And So , the thinges that I just follow is

و چیزی که من دنبال میکنم تنها در زمینه :



Environmental impact assessment with
chemistry and Hydrology aspects on
rivers and Dams
ارزیابی اثرات مواد  شیمیایی سمی در محیط زیست از جنبه های
هیدرولوژی در آبهای سطحی  است.
یا شیمی محیط زیست با تکیه بر دانسته های ریاضی ,  یدرولوژی و کیفیت آب و ارزیابیهای

لازمه با استفاده از مدلهای بروزآن است.
 
of course there is some margin material
that I have mensioned them
 
البته در حاشیه نیز چیزهایی وجود دارد
که به آن اشاره کنم .
 
And it is natural that I set my initial ,
favorite material and nessessery references
و طبیعی است که هرآنچه سایت و مرجع که خودم بیشتر نیاز دارم
در ابتدا در آن قرار خواهم داد.

Gate of Dam

 
 
not like this 

 

 please set your idea and messages in this section

 http://i29.tinypic.com/2ccxhme.jpg

دوشنبه ۱٦ اردیبهشت ۱۳۸٧ - Siamak gholami | لینک دائم | others massage پيام هاي ديگران () | Add to Del.icio.us  digg this post  add to google bookmarks  add to technorati   add to shadows  

Introduction
 
مقدمه
Introduction and question
 
what ever had been spilled in the environment on last century ,now in new century we have to repaire and redress it  other wise it would be tremendous situation,But ,Some human behaviros are not
هرچه در قرن قبل مواد آلاینده را وارد محیط زیست کرده اند حالا باید در قرن 21 جبران کنند در غیر وضع بدتر میشود.
اما آیا رفتارهای اشتباه انسانی جبران پذیر است؟ 

============================

/ How much you are familiar with chemical analytical poison methodes in environment
چقدر با روشهای آنالیز شیمی مواد سمی در طبیعت آشنایی دارید ؟


How much you are familiar with Environmental chemistry
چقدر با شیمی محیط زیست  آشنایی دارید ؟


How much you are familiar with Environmental water quality Models
 چقدر با مدلهای کیفیت آب آشنایی دارید؟
چرا باید مسائل زیست محیطی رودخانه ها و سد ها را بیشتر در نظر بگیریم؟
چگونه میتوان با شیمی محیط زیست خطرات را ارزیابی کرد؟
مدلهای ریاضی مناسب کیفی آب در رودخانه ها , کدامند؟

مدلهای ....WASP7, QUAL12, SWAT, SMADA, MAIKE....
...چه کمکی به ما میکنند؟


How models like WASP7, QUAL12,
SWAT, SMADA, MAIKE he
lp to us
با چه روشهای ساده ای کیفیت آب قبل از رسیدن به تصفیه خانه (در رودخانه و سدها ) تغییر میکند ؟
 !
 
please waite a minute  
 
!
 I dont know who are you ,but I am going to know any thing about it
 شما را نمیدانم , ولی من میخواهم بدانم ,اگر چیزی در اختیار دارید که در این راه به من کمک میکند.
لطفا دریغ نکنید .
www.SorenPhoto.com
Do you know about these material
 
 
You hear about Risk Assesment almost everywhere, but do you clearly understand what it is, how you are impacted and how to tackle it? e.g

 شما در مورد ارزیابیهای خطر تقریبا همه جا شنیده اید, اما آیا بروشنی فهمیده اید آنکه  چیست؟  ابزار و اثرات آن چگونه است؟


 
Wait and pataint and Dont hurry , harshness in this world because it was wait for you more than 5,000,000,000,000 yaers ago before  make the solar system and many yaes before was born the stars

 

now more wait and see deep, why are them

see small peaces and big things ,look at the pictures  carefully , all are talking to you

is it not
?
 click it
 
 
and now  
 
 .

http://i29.tinypic.com/2ccxhme.jpg

 please set your idea and messages in this section

http://i29.tinypic.com/2ccxhme.jpg

 

یکشنبه ۱۸ فروردین ۱۳۸٧ - Siamak gholami | لینک دائم | others massage پيام هاي ديگران () | Add to Del.icio.us  digg this post  add to google bookmarks  add to technorati   add to shadows  

Analysis methods in environmental chemistry


Water analysis ََAnion & Cation

accuracy tester


Water analysis accuracy tester

 

TDS and Electrical Conductivity

 

Water hardness calculator



---------------------------------------------------------------
for Windows 9x/NT/00/ME/XP is Version 6.38:
      mwt6_38.zip (3.1 MB, February 18, 2006)


-----------------------------------------------------------

 more sites about accuracy tester

 -------------------

Dissolved oxygen saturation tables

========================

 

Download the Alkalinity Calculator

 

 

EPA On-line Tools for Site Assessment Calculation

http://www.epa.gov/ATHENS/learn2model/part-two/onsite/toc_onsite.htm

======

SOLUTIONS

PERCENT, MOLAR, NORMAL, SATURATED

Solutions Menu

Percent

Molar

Normal

Solutions from Solutions and Titrations

Concentrated Solutions (making solutions from concentrated solutions)

===============

Calculating NSF Water Quality Index

Water Quality Index: pH

Water Quality Index: Turbidity

Water Quality Index: BOD

Water Quality Index: Nitrate

Water Quality Index: Total Phosphate

Alkalinity Speciation Calculator

More References Related to :


WQI Index- Consumer Support Group Online Calculators
http://www.csgnetwork.com/h2oqualindexcvttemponlycalc.html

Path Finder Science
http://pathfinderscience.net/stream/cproto4.cfm

Water Quality Index Stream Monitoring Program
http://www.ecy.wa.gov/pubs/0203052.pdf

Water Quality Index System for Rivers in Malaysia
http://agrolink.moa.my/did/river/sgklang/sgklang_wqi.htm

===========

 

 A. Schezerianum


============

Analysis methods environmental chemistry

The best way to determinat water quality is SMWW or 

Standard Methods for Examination of Water & Wastewater (Standard Methods for the Examination of Water and Wastewater)
by Lenore S. Clescerl, Arnold E. Greenberg, Andrew D. Eaton

or

free

http://rapidshare.com/files/65046390/SMWW-StandardMethodsForTheExaminationOfWater_Wastewater-APHA_AWWA_20thEd-1999

 

http://rapidshare.com/files/89117694/smww_20th_pdf.rar

 

=====================

If you know any better Analytical method please inform me by sending your massage

  پیام های شما برای من(.....)  set your message to me please  ( ......  ) 

 

===http://farm2.static.flickr.com/1080/1410341250_4f61d88b43.jpg?v=0===

======

 

Water Quality Parameters and Methods used for Analysis

S. #

Parameters

Test Method

1

Alkalinity (m.mol/l as CaCO3)

2320, Standard method (1992)

2

Arsenic (mg/l)

Merck Test Kit (10-500 mg/l) 1.17926.0001, Germany

3

Bicarbonate

2320, Standard method (1992)

4

Calcium (mg/l)

3500-Ca-D, Standard Method (1992)

5

Carbonate (mg/l)

2320, Standard method (1992)

6

Chloride (mg/l)

Titration (Silver Nitrate), Standard Method (1992)

7

Chlorine (mg/l)

HACH Test Kit, Model CEC, Cat. No. 22231, USA

8

Chromium (mg/l)

1,5-Diphenylcarbohydrazide Method (Hach-8023) by Spectrophotometer

9

Conductivity (mS/cm)

E.C meter, Hach-44600-00, USA

10

Fluoride (mg/l)

8029, SPADNS Method (Hach) by Spectrophotometer

11

Hardness (mg/l)

EDTA Titration, Standard Method (1992)

12

Iron (mg/l)

TPTZ Method (Hach-8112) by Spectrophotometer

13

Lead (mg/l)

Dithizone Method (HACH-8033) by Spectrophotometer

14

Magnesium (mg/l)

2340-C, Standard Method (1992)

15

Nitrate Nitrogen (mg/l)

Cd. Reduction (Hach-8171) by Spectrophotometer

16

Nitrite Nitrogen (mg/l)

Diazotization (Hach-8507) by Spectrophotometer

17

pH at 25oC

pH Meter, Hanna Instrument Model 8519, Italy

18

Phosphate & P (mg/l)

Method (Hach) 8190 & 8048

19

Potassium (mg/l)

Flame photometer PFP7, UK

20

Sodium (mg/l)

Flame photometer PFP7, UK

21

Sulfate (mg/l)

SulfaVer4 (Hach-8051) by Spectrophotometer

22

TotalColiform    (MPN/100ml)

407D, Standard method (1971)

23

TDS (mg/l)

2540C, Standard method (1992)

24

Turbidity (NTU)

Turbidity Meter, Lamotte, Model 2008, USA

 

======


======

 Quality control measures

Quality control measures were started from the filed. Standard sampling methods were adopted to collect the samples. Four types of samples were collected for monitoring purpose where as three kinds of samples were collected for quality control. The detail of these samples is as under:

 

     Maximum Holding time (MHTs) for common water quality determain parameters 

 

fast & respective

6-48 h

 

7-28 days

6 months

  1. Temprature
  2. DO(by electrode)
  3. CO2,I2, O3
  4. CL2,ClO2-
  5. Salinity
  6. pH


  1. BOD  6h
  2. Odor            6h
  3. DO                 8 h
  4. Turbidity 24h
  5. CN-,Cr6+ 24h
  6. Color      48h
  7. PO4 3- ,NO3- 48h
  8. Alkalinity/Acid. 24h
  9. Chlorophyll  24-48h

16.   NH3.TKN   7d

17.    COD,TOC 7d

18.  solids          7d

19.Pesticides   7d

20.     Conductance     28days

21.T.Phosphate    28 days

  1. SO42-,S 2-,F-  28 days

Metals

Hardness

Samples for Monitoring Purposes

a)  Samples for microbiological examination in sterile bottle.

b) Samples for the analysis of trace elements by addition of HNO3 as preservative.

c) Samples for the analysis of Nitrate (N) by addition of boric acid as preservative.

d) Samples without preservative for the analysis of EC, pH, Hardness, Ca,      Mg, Na, K and HCO3 etc.

============

==============

 Why Should You Measure the TDS level in your Water?
 
The EPA Secondary Regulations advise a maximum contamination level (MCL) of 500mg/liter (500 parts per million (ppm)) for TDS. Numerous water supplies exceed this level. When TDS levels exceed 1000mg/L it is generally considered unfit for human consumption. A high level of TDS is an indicator of potential concerns, and warrants further investigation. Most often, high levels of TDS are caused by the presence of potassium, chlorides and sodium. These ions have little or no short-term effects, but toxic ions (lead arsenic, cadmium, nitrate and others) may also be dissolved in the water.

 

============================

How to Measure Dissolved Oxygen

Sampling stations and depths should be selected according to whether or not you are trying to measure these differences or notWhen collecting stream DO samples at several stations for comparison, it is important to select stations with similar flow conditions.

Collecting Samples - Copyright by Sandra Noel

 

 

 

 

------------------======Azide-winkler method - ===----------------

  1. Fill a 300-mL glass stoppered BOD bottle
  2. Immediately add 2mL of manganese sulfate to the collection bottle
  3. Add 2 mL of alkali-iodide-azide reagent
  4. Add 2 mL of concentrated sulfuric acid via a pipette held just above the surface of the sample.
  5. In a glass flask, titrate 201 mL of the sample with sodium thiosulfate to a pale straw color.
  6. Add 2 mL of starch solution so a blue color forms.
  7.  Continue slowly titrating until the sample turns clear.
  8. The concentration of dissolved oxygen in the sample is equivalent to the number of milliliters of titrant used. Each milliliter of sodium thiosulfate added in steps 6 and 8 equals 1 mg/L dissolved oxygen

 

Dissolved Oxygen Method - Copyright by Sandra Noel

 


Measuring pH Accurately

======

  A CONVENTIONAL METHOD FOR MEASURING
THE pH OF A SOLUTION

 

·  Allow the meter to warm up.

·  Open the filling hole; be certain filling solution is nearly to the top. (Refillable electrodes only.)

·  If the meter has a "standby” mode, use it when the electrodes are not immersed. Use the "pH" mode to read the pH of a sample or standard.

·  Calibrate the system each day or before use:

Adjust the meter temperature setting to room temperature, or use an ATC probe.

Obtain two standard buffers: pH of 7.00 at room temperature and an acidic standard if the sample is acidic and a basic standard if the sample is basic.

Rinse the electrodes with distilled water and blot dry. Do not wipe the electrodes as this may create a static charge leading to an erroneous reading.

Immerse the electrodes pH 7.00 calibration buffer. Be certain that the junction is immersed and that the level of sample is below the level of the filling solution. Disengage the standby mode (if present) or follow the manufacturer’s instructions. Allow the reading to stabilize.

Adjust the meter to read 7.00. Go to the standby mode (if present).

Remove the electrodes, rinse with distilled water, and blot dry. Alternatively, rinse the electrodes with the next solution and do not dry.

Place the electrodes in the second standardization buffer, set the meter to read pH, and allow the reading to stabilize. Adjust the meter to the pH of the second buffer with the proper method of adjustment. Remove, rinse, and blot the electrodes.

With an older pH meter, recheck the pH 7.00 buffer as in step d and readjust as necessary. Recheck the second buffer and readjust the meter as necessary. Readjust as needed up to three times. If the readings are not within 0.05 pH units of what they should be after three adjustments, the electrode probably needs cleaning

figure 3 chart
 TWO-POINT CALIBRATION OF A pH METER.
************************************************************

 

Optional: It is possible to perform quality control checks at this point.

a.                   Linearity Check. To check the linearity of the measuring system, take the reading of a third calibration buffer. For example, if the meter was calibrated with pH 7.00 and pH 10.00 buffers, check a pH 4.00 calibration buffer. Immerse the electrodes in the third buffer, allow the reading to stabilize, and record the value. Do not adjust the meter to this third calibration buffer; the purpose of this third buffer is to check the system’s linearity. If the reading is not within the proper range, as defined by the laboratory’s quality control procedures, the electrodes require maintenance.

b.                  A second quality control check is to test the pH of a control buffer whose pH is known and that has a pH close to the pH of the sample. It is common to set the maximum allowable error of the control buffer to be ± 0.10 pH units. Do not adjust the meter to the pH of the control buffer; the purpose of this buffer is to check the accuracy of the system. If the pH reading of the control buffer is not within the required tolerance, the electrodes require maintenance.

=======

 

 

Image:Glass-microreactor

Image:Glass-microreactor-micronit.JPG.

 

 

Lab-on-a-chip made of glass, developed at Micronit Microfluidics

Lab-on-a-chip (LOC) is a term for devices that integrate (multiple) laboratory functions on a single chip of only millimeters to a few square centimeters in size and that are capable of handling extremely small fluid volumes down to less than pico liters. Lab-on-a-chip devices are a subset of MEMS devices and often indicated by "Micro Total Analysis Systems" (µTAS) as well. Microfluidics is a broader term that describes also mechanical flow control devices like pumps and valves or sensors like flowmeters and viscometers. However, strictly regarded "Lab-on-a-Chip" indicates generally the scaling of single or multiple lab processes down to chip-format, whereas "µTAS" is dedicated to the integration of the total sequence of lab processes to perform chemical analysis. The term "Lab-on-a-Chip" was introduced later on when it turned out that µTAS technologies were more widely applicable than only for analysis purposes

Industrial and academic sectors, including: all areas of chemistry; pharmaceuticals; medicine; analytical science; synthesis; biotechnology; BioMEMS; physics; material science; bioengineering and electronics

graphical abstract image (ID: b715540a    )

Incorporation of well controlled temperature gradients into a microreactor provides a powerful route to separate the nucleation and growth during the synthesis of quantum dots, resulting in good size uniformity of the formed products.

.

application areas

Microfluidic structures include on one hand micropneumatic systems, i.e. microsystems for the handling of off-chip fluids (liquid pumps, gas valves, etc), and on the other hands microfluidic structures for the on-chip handling of nano- and picolitre volumes. The commercially most successful application today is the inkjet printhead.Advances in microfluidics technology are revolutionizing molecular biology procedures for enzymatic analysis (e.g., glucose and lactate assays), DNA analysis (e.g., polymerase chain reaction and high-throughput sequencing), and proteomics. The basic idea of microfluidic biochips is to integrate assay operations such as detection, as well as sample pre-treatment and sample preparation on one chip. An emerging application area for biochips is clinical pathology, especially the immediate point-of-care diagnosis of diseases. In addition, microfluidics-based devices, capable of continuous sampling and real-time testing of air/water samples for biochemical toxins and other dangerous pathogens, can serve as an always-on "bio-smoke alarm" for early warning.

 

Silicone rubber and glass microfluidic devices. Top: a photograph of the devices. Bottom: DIC micrographs of an undulating channel ~15 μm wide.

Silicone rubber and glass microfluidic devices. Top: a photograph of the devices. Bottom: DIC micrographs of an undulating channel ~15 μm wide.

 

Glass-coated microchannels

28Glass-coated microchannel February 2008

Scientists in the US have developed a simple method of coating the channels of microfluidic devices to make them more resistant to chemicals.

 

David Weitz and colleagues from Harvard University, Cambridge, used a sol-gel method to create a glass coating on polydimethylsiloxane (PDMS) microchannels. PDMS, a type of silicone rubber, is easy to make into microfluidic devices using soft lithography, where the material is 'stamped' with a channel pattern. This makes it ideal for large-scale use.

However, PDMS is not a robust material. It is permeable to liquids and gases, which can affect reactions occurring in the channels. Additionally, organic solvents make the PDMS channels swell, degrading device performance. Glass, on the other hand, is a far more chemically robust material but is much more difficult to make into microfluidic devices.

The glass coating developed by Weitz's group is easily deposited on PDMS channels and acts as a barrier, providing resistance to chemicals and solvents. Weitz said that this method of coating would make device production easier as it 'combines the chemical robustness of glass with the ease of fabrication of PDMS'.

"They filled the channels with the mixture, initiated a gelation reaction and then used air to flush out most of the material, leaving a glass coating on the channels"
To form the coating, Weitz's group used a sol-gel mixture that begins as a fluid and hardens into a glass. They filled the channels with the mixture, initiated a gelation reaction and then used air to flush out most of the material, leaving a glass coating on the channels.

The scientists discovered that the coated channels were resistant to the fluorescent chemical Rhodamine B. After an hour of exposure to the organic solvent toluene the channels changed very little. By contrast, uncoated channels swelled upon exposure to toluene.

Stephen Haswell, who develops microfluidic devices at the University of Hull, UK, said that although there would be issues with performing reactions at high temperatures, the work represented a step towards merging the advantages of PDMS and glass. 'Lack of chemical resistance is a big problem, and it will be something of a breakthrough to extend the fabrication benefits of PDMS to give more glass-type robustness,' he said.

Weitz's group are working on refining the technique so that the thickness of the coating can be more finely controlled. 'We are also developing extensions to the method which take advantage of the glass coating,' he said.

Fay Riordan

Link to journal article

Glass coating for PDMS microfluidic channels by sol–gel methods
Adam R. Abate, Daeyeon Lee, Thao Do, Christian Holtze and David A. Weitz, Lab Chip, 2008
DOI: 10.1039/b800001h

Also of interest

Rapid reactions using microfluidic devices

A glass microchip has been used for the first time to carry out fast carbonylative cross-coupling reactions of arylhalides to form secondary amides.

Microfluidic devices with heart

Japanese researchers have harnessed the pumping power of heart cells to make better microfluidic devices.

 where is the shop of this kind of glass,?do you know

---------------------===----------------------

familiar instrumental 

 ICP)(1)

Inductively coupled plasma
Picture of an analytical ICP viewed through green welder's glass

 There are two types of ICP geometries: planar and cylindrical. In planar geometry, the electrode is a coil of flat metal wound like a spiral. In cylindrical geometry, it is like a helical spring.

When a time-varying electric current is passed through the coil, it creates a time varying magnetic field around it, which in turn induces azimuthal electric currents in the rarefied gas, leading to break down and formation of a plasma. Argon is one example of a commonly used rarefied gas.

Plasma temperatures can range between 6 000 K and 10 000 K, comparable to the surface of the sun.

ICP discharges are of relatively high electron density, on the order of 1015 cm-3.

As a result, ICP discharges have wide applications where a high density plasma is necessary.

Another benefit of ICP discharges is that they are relatively free of contamination because the electrodes are completely outside the reaction chamber. In a capacitively coupled plasma (CCP), in contrast, the electrodes are often placed inside the reactor and are thus exposed to the plasma and subsequent reactive chemical species.

Applications

 

 Inductively coupled plasma atomic emission spectroscopy (ICP-AES), also referred to as Inductively Coupled Plasma Optical Emission Spectrometry (ICP-OES), is a type of emission spectroscopy that uses a plasma (e.g. inductively coupled plasma) to produce excited atoms and ions that emit electromagnetic radiation at a wavelength characteristic of a particular element.[1][2] The intensity of this emission is indicative of the concentration of the element within the sample.

Applications

Examples of the application of ICP-AES include the determination of metals in wine,[3] arsenic in food,[4] and trace elements bound to proteins.[5

 


ICP-MS Instrument
Acronym ICP-MS
Classification Mass spectrometry
Analytes Inorganic compounds
Organometallics

 

 

 

-----------------------======================--------------------------------------

 

 

 

Radioactive pollution can be defined as the release of radioactive substances or high-energy particles into the air, water, or earth as a result of human activity, either by accident or by design. The sources of such waste include: 1) nuclear weapon testing or detonation; 2) the nuclear fuel cycle, including the mining, separation, and production of nuclear materials for use in nuclear power plants or nuclear bombs; 3) accidental release of radioactive material from nuclear power plants. Sometimes natural sources of radioactivity, such as radon gas emitted from beneath the ground, are considered pollutants when they become a threat to human health.

Since even a small amount of radiation exposure can have serious (and cumulative) biological consequences, and since many radioactive wastes remain toxic for centuries, radioactive pollution is a serious environmental concern even though natural sources of radioactivity far exceed artificial ones at present.

====================================================== 

Iranian Scientist  in radio polutions 

====================================================

I am so busy so i have littel time to think about my probelems and involved it 

Image and video hosting by TinyPic

 

===================================================

3112 B. Cold-Vapor Atomic Absorption Spectrometric Method
1. General Discussion This method is applicable to the determination of mercury.
2. Apparatus hen possible, dedicate glassware for use in Hg analysis. Avoid using glassware previously xposed to high levels of Hg, such as those used in COD, TKN, or Cl– analysis. . Atomic absorption spectrometer and associated equipment: See Section 3111A.6. nstruments and accessories specifically designed for measurement of mercury by the cold vapor technique are available commercially and may be substituted.  b. Absorption cell, a glass or plastic tube approximately 2.5 cm in diameter. An 11.4-cm-long ube has been found satisfactory but a 15-cm-long tube is preferred. Grind tube ends erpendicular to the longitudinal axis and cement quartz windows in place. Attach gas inlet andoutlet ports (6.4 mm diam) 1.3 cm from each end. . Cell support: Strap cell to the flat nitrous-oxide burner head or other suitable support and lign in light beam to give maximum transmittance.
d. Air pumps: Use any peristaltic pump with electronic speed control capable of delivering 2  air/min. Any other regulated compressed air system or air cylinder also is satisfactory. . Flowmeter, capable of measuring an air flow of 2 L/min.
f. Aeration tubing, a straight glass frit having a coarse porosity for use in reaction flask. g. Reaction flask, 250-mL erlenmeyer flask or a BOD bottle, fitted with a rubber stopper to hold aeration tube. . Drying tube, 150-mm × 18-mm-diam, containing 20 g Mg (ClO4)2. A 60-W light bulb ith a suitable shade may be substituted to prevent condensation of moisture inside the bsorption cell. Position bulb to maintain cell temperature at 10°C above ambient. . Connecting tubing, glass tubing to pass mercury vapor from reaction flask to absorption ell and to interconnect all other components. Clear vinyl plastic*#(79) tubing may be ubstituted for glass.
3. Reagents†#(80) . Metal-free water: See Section 3111B.3c.
b. Stock mercury solution: Dissolve 0.1354 g mercuric chloride, HgCl2, in about 70 mL water, add 1 mL conc HNO3, and dilute to 100 mL with water; 1.00 mL = 1.00 mg Hg. . Standard mercury solutions: Prepare a series of standard mercury solutions containing 0 to  μg/L by appropriate dilution of stock mercury solution with water containing 10 mL concHNO3/L. Prepare standards daily. . Nitric acid, HNO3, conc.
e. Potassium permanganate solution: Dissolve 50 g KMnO4 in water and dilute to 1 L. f. Potassium persulfate solution: Dissolve 50 g K2S2O8 in water and dilute to 1 L.
g. Sodium chloride-hydroxylamine sulfate solution: Dissolve 120 g NaCl and 120 g
(NH2OH)2⋅H2SO4 in water and dilute to 1 L. A 10% hydroxylamine hydrochloride solution may e substituted for the hydroxylamine sulfate. . Stannous ion (Sn2+) solution: Use either stannous chloride, ¶ 1), or stannous sulfate, ¶ 2), o prepare this solution containing about 7.0 g Sn2+/100 mL. 1) Dissolve 10 g SnCl2 in water containing 20 mL conc HCl and dilute to 100 mL.
2) Dissolve 11 g SnSO4 in water containing 7 mL conc H2SO4 and dilute to 100 mL.
Both solutions decompose with aging. If a suspension forms, stir reagent continuously during use. Reagent volume is sufficient to process about 20 samples; adjust volumes prepared toaccommodate number of samples processed.
i. Sulfuric acid, H2SO4, conc. . Procedure . Instrument operation: See Section 3111B.4b. Set wavelength to 253.7 nm. Install bsorption cell and align in light path to give maximum transmission. Connect associated quipment to absorption cell with glass or vinyl plastic tubing as indicated in Figure 3112:1. urn on air and adjust flow rate to 2 L/min. Allow air to flow continuously. Alternatively, follow anufacturer’s directions for operation. NOTE: Fluorescent lighting may increase baseline noise.
b. Standardization: Transfer 100 mL of each of the 1.0, 2.0, and 5.0 μg/L Hg standard solutions and a blank of 100 mL water to 250-mL erlenmeyer reaction flasks. Add 5 mL conc 2SO4 and 2.5 mL conc HNO3 to each flask. Add 15 mL KMnO4 solution to each flask and let tand at least 15 min. Add 8 mL K2S2O8 solution to each flask and heat for 2 h in a water bath at 5°C. Cool to room temperature. Treating each flask individually, add enough NaCl-hydroxylamine solution to reduce excess MnO4, then add 5 mL SnCl2 or SnSO4 solution and immediately attach flask to aeration apparatus. As Hg is volatilized and carried into the absorption cell, absorbance will increase to a aximum within a few seconds. As soon as recorder returns approximately to the base line, emove stopper holding the frit from reaction flask, and replace with a flask containing water. lush system for a few seconds and run the next standard in the same manner. Construct a
standard curve by plotting peak height versus micrograms Hg.
c. Analysis of samples: Transfer 100 mL sample or portion diluted to 100 mL containing not more than 5.0 μg Hg/L to a reaction flask. Treat as in ¶ 4b. Seawaters, brines, and effluents highin chlorides require as much as an additional 25 mL KMnO4 solution. During oxidation step, hlorides are converted to free chlorine, which absorbs at 253 nm. Remove all free chlorine efore the Hg is reduced and swept into the cell by using an excess (25 mL) of hydroxylamine eagent.
Remove free chlorine by sparging sample gently with air or nitrogen after adding
hydroxylamine reducing solution. Use a separate tube and frit to avoid carryover of residual stannous chloride, which could cause reduction and loss of mercury.
5. Calculation etermine peak height of sample from recorder chart and read mercury value from standard urve prepared according to ¶ 4b.
6. Precision and Bias ata on interlaboratory precision and bias for this method are given in Table 3112:I

1. Refference : KOPP, J.F., M.C. LONGBOTTOM & L.B. LOBRING. 1972. ‘‘Cold vapor’’ method for
determining mercury. J. Amer. Water Works Assoc. 64:20..

 

 

Compendium of Pesticide Common Names

Classified Lists of Pesticides



Acaricides Algicides Antifeedants
Avicides Bactericides Bird repellents
Chemosterilants Fungicides Herbicide safeners
Herbicides Insect attractants Insect repellents
Insecticides Mammal repellents Mating disrupters
Molluscicides Nematicides Plant activators
Plant growth regulators Rodenticides Synergists
Virucides Miscellaneous Chemical classes

These classified lists of pesticides include all of the compounds in the Compendium of Pesticide Common Names, of which there are more than 1500.

Each major group of pesticides (e.g. herbicides or plant growth regulators) is subdivided into chemical or other classes (e.g. chloroacetanilide herbicides or auxins).

Pesticide or herbicide polymer complexes for forming aqueous dispersions

 This is a invention and it  relates to pesticides and herbicides which form complexes with a polymer for storage and handling as a solid, the pesticides and herbicides instantly dispersable into a stable emulsion when added to water.

BACKGROUND OF THE INVENTION

Various pesticides and herbicides are available in liquid form such as various members of the chloroacetanilide family including metolachlor, acetochlor, pretilachlor, dimethachlor, alachlor and butachlor, which exist as oily liquids or low melting solids at ambient conditions. Such materials are usually formulated and applied in combination with various organic solvents
 

 

they will develope there resistance

to insecticides 

 

 

============================================================================

 

Environmental Impact Statement

Document Title

would you like go to this site 




FEASIBILITY STUDY DOCUMENTATION

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?Who is Frank M. Dunnivant

He is not only an associate Professor of Chemistry/He is a hard working for men Kind,Because of He is Try ing to do the better world with make a better Complex Book and software in Environment engineering. like(Writing projects include the Environmental Chemistry and Instrumental Analysis Lab manual pictured above (published in August, 2004 by John Wiley & Sons), a Basic Introduction to Fate and Transport Modeling and Risk Assessment textbook (published in January of 2006, again by John Wiley & Sons), and two Ebooks on mass spectrometry (one published and one under review)to more study skills, please see His site 

CONVERSION FACTORS, SELECTED TERMS AND SYMBOLS, CHEMICAL SYMBOLS AND FORMULAS, AND ABBREVIATIONS

CONVERSION FACTORS

cubic meter per second (m3/s) 35.31 cubic foot per second (ft3/s)

Temperature: Water and air temperature are given in degrees Celsius (°C), which can be converted to degrees Fahrenheit (°F) by use of the following equation: °F = 1.8 (°C) + 32

Selected Terms and Symbols

Nephelometric turbidity unit (NTU): A measure of turbidity in a water sample, roughly equivalent to Formazin turbidity unit (FTU) and Jackson turbidity unit (JTU).

normality (N): The number of equivalents of acid, base, or redox-active species per liter (equivalents/L) of solution. Examples: a solution that is 0.01 F in HCl is 0.01 N in H+. A solution that is 0.01 F in H2SO4 is 0.02 N in acid. Formality (F) is the number of atomic (formula) weights per 1,000 grams of solution.

Abbreviations

ALK alkalinity
ANC acid neutralizing capacity
ASTM American Society for Testing and Materials
ATC automatic temperature compensator
AU Attenuation Unit (see Turbidity, NFM 6.7)
BNC bayonet nut connector
BU Backscatter Unit
DIW deionized water
DO dissolved oxygen
EDI equal-discharge increment
EDTA ethylene diaminetetracetic acid
emf electromotive force
EWI equal-width increment
FAU Formazin Attenuation Unit (see Turbidity, NFM 6.7)
FBU Formazin Backscatter Unit (See Turbidity, NFM 6.7)
FNMU Formazin Nephelometric Multibeam Unit (See Turbidity, NFM 6.7)
FNRU Formazin Nephelometric Ratio Unit (see Turbidity, NFM 6.7)
FNU Formazin Nephelometric Unit (see Turbidity, NFM 6.7)
FTU Formazin turbidity unit
HIF Hydrologic Instrumentation Facility
IPT inflection-point titration
ISO International Standards Organization
LS land surface
MP measuring point (for water level measurements)
MSDS Material Safety Data Sheets
N normal
NASQAN National Stream Quality Accounting Network
NAWQA National Water-Quality Assessment Program
NFM National Field Manual for the Collection of Water-Quality Data
NIST National Institute of Standards and Technology
NTMU Nephelometric Turbidity Multibeam Unit
NTRU Nephelometric Turbidity Ratio Unit
NWIS National Water Information System of the USGS
NWQL National Water Quality Laboratory of the USGS
OWQ Office of Water Quality of the USGS
PAO phenylarsine oxide
PTFE polytetrafluoroethylene polymer (a variety of Teflonª)
QA quality assurance
QC quality control
QW quality of water, or water quality
QWDATA Water-Quality Data Processing Routine (part of the USGS NWIS system)
redox reduction-oxidation potential (also referred to as oxidation-reduction potential, or ORP)
SC specific electrical conductance (conductivity)
STORET Storage and Retrieval (USEPA Water-Quality Data Management System)
T temperature
TBY turbidity
TC to contain
TD to deliver
TWRI Techniques of Water-Resources Investigations

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۰۰====

Acronyms and Abbreviations

ABA attached benthic algae
AET apparent no-effect
AFODW ash-free, oven dry weights
AMPA aminomethylphosphonic acid
B barometric pressure
BGS behavioral guidance system
BOR Bureau of Reclamation
BPA Bonneville Power Administration
CCC criteria continuous concentration
cfs cubic feet per second
CLR Columbia River
CLW Clearwater River
CoC chemicals of concern
Comp Plan Lower Snake River Fish and Wildlife Compensation Plan Conductivity
Corps U.S. Army Corps of Engineers
CRFMP Columbia River Fish Mitigation Program
CRiSP Columbia River Salmon Passage
DGAS Dissolved Gas Abatement Study
DGS dissolved gas supersaturation
DO dissolved oxygen
Ecology Washington State Department of Ecology
EIS Environmental Impact Statement
EPA U.S. Environmental Protection Agency
ESA Endangered Species Act
ESBS extended submersible bar screen
FCRPS Federal Columbia River Power System
Feasibility Study Lower Snake River Juvenile Salmon Migration Feasibility Study
FGE fish guidance efficiency
flip lips spillway flow deflectors
FLUSH Fish Leaving Under Several Hypotheses
FMS fixed monitoring station
FPE fish passage efficiency
FR/EIS Feasibility Report/Environmental Impact Statement
FTU Formazin turbidity units
GBD gas bubble disease
GBT gas bubble trauma
HMU habitat management unit
IHR Ice Harbor
ISAB Independent Scientific Advisory Board
kcfs thousand cubic feet per second
LGO Little Goose
LGR Lower Granite
LM Lower Monumental
LSR lower Snake River
MASS1 Modular Aquatic Simulation System 1D
mg/kg milligrams per kilograms
mg/L milligrams per liter
MOP minimum operating pool
MW megawatt
NCFAP National Center for Food and Agricultural Policy
NEPA National Environmental Policy Act
NGVD National Geodetic Vertical Datum
NMFS National Marine Fisheries Service
NO2 Nitrate
NO3 Nitrite
NPDES National Pollutant Discharge Elimination System
NTU nephelometric turbidity units
NYDEC New York Department of Environmental Conservation
ODEQ Oregon Department of Environmental Quality
PAH polynuclear aromatic hydrocarbons
ppb parts per billion
ppm parts per million
ppt parts per trillion
RBM10 River Base Model 10
RM River Mile
RSW removable spillway weir
SBC surface bypass collection
SCS System Configuration Study
SNR Snake River
SOR System Operation Review
TCDD tetrachlorodibenzo-p-dioxin
TCDF tetrachlorinated dibenzo furan
TDG total dissolved gas
TDGMS total dissolved gas monitoring station
Temp. temperature
TEQ toxicity equivalence quantity
TGP total gas pressure
TKN total kjeldahl nitrogen
TMDL total maximum daily load
TMT Technical Management Team
TN total nitrogen
TP total phosphorus
TPH total petroleum hydrocarbon
TSS total suspended solids
Turb. turbidity
USGS U.S. Geological Survey
WAC Washington Administrative Code
WRC Water Research Center
WQRRS Water Quality River Reservoir Systems

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I am trying to set one related paper  every week

Assessment of the impact of industrial effluents on water quality of receiving rivers in urban areas of Malawi

O. Phiri, *P. Mumba, B. H. Z. Moyo and W. Kadewa

University of Malawi, Bunda College of Agriculture, Lilongwe, Malawi


 

 

Abstract

A study was carried out in Malawi to assess the extent of chemical pollution in a receiving river as affected by industrial effluents. Both the effluents and the water at selected points in the river were analysed for pH, dissolved oxygen, biochemical oxygen demand, electrical conductivity, suspended solids, nitrate, alkalinity, hardness, chloride and phosphate in the dry and rainy seasons. The results showed that the effluents were acidic in both the dry season (range: 4.2 ± 0.02–6.5 ± 0.02) and in the rainy season (range: 4.2 ± 0.05 – 5.6 ± 0.01). While the levels of dissolved oxygen, biological oxygen demand, electrical conductivity, suspended solids, alkalinity and chloride were relatively high in the dry and rainy seasons, the concentration of phosphate and nitrate were low in both seasons. The water upstream was neutral (average pH, 7.40 ± 0.04) with high dissolved oxygen but low in the levels of the other parameters in both seasons. The water after the effluent receiving points was acidic and the levels of the other parameters were high, especially downstream. The results suggested that the water in the river was polluted and not good for human consumption. It is therefore recommended that the careless disposal of the wastes should be discouraged and although the values in some cases were lower than the allowable limits, the continued discharge of the effluents in the river may result in severe accumulation of the contaminants and, unless the authorities implement the laws governing the disposal of wastes, this may affect the lives of the people.

 Key words: Industrial effluents, river water, pollution, water quality


Introduction

Water is essential to all forms of life and makes up 50-97% of the weight of all plants and animals and about 70% of human body (Buchholz, 1998). Water is also a vital resource for agriculture, manufacturing, transportation and many other human activities. Despite its importance, water is the most poorly managed resource in the world (Fakayode, 2005). Ground and surface waters can be contaminated by several sources. In farming areas, the routine application of agricultural fertilizers is the major source (Altman and Parizek, 1995; Emongor et al., 2005). In urban areas, the careless disposal of industrial effluents and other wastes may contribute greatly to the poor quality of the water (Chindah et al., 2004; Emongor et al., 2005; Furtado et al., 1998 and Ugochukwu, 2004). A study on the impact of industrial effluent on water quality of a river carried out in Nigeria (Fakayode, 2005) showed that the chemical parameters studied were above the allowable limits and also tended to accumulate downstream. The increasing demand on water arising from fast growth of industries has put pressure on limited water resources. While most people in urban cities of the developing countries have access to piped water, several others still rely on borehole and river water for domestic use. Most of the rivers in the urban areas of the developing world are the end points of effluents discharged from the industries. Industrial effluents, if not treated and properly controlled can also pollute ground water (Olayinka, 2004; SARDC, 2005). Therefore, both bole holes and rivers generally have poor quality water in the affected areas. Since people use untreated waters from these sources, the result is continuous outbreaks of diseases such as cholera, bilharzia, diarrhoea and others. Malawi, like other African countries, is experiencing rapid industrial growth and this is making environmental conservation a difficult task (Kadongola, 1997). Although the government has put in place policies for effective environmental conservation and natural resources management, lack of political will is impeding their implementation. This is also compounded by the fact that the industrial sector shifts the responsibility of pollution prevention to the government alone and this makes it difficult to prevent pollution. As a result, there is unsustainable and wasteful utilization of resources, which give rise to dwindling wild life; more land degradation and increasing generation, and indiscriminate disposal of commercial, industrial, and domestic wastes. In the capital city of Malawi, there is a big river that runs through an industrial site and empties into Lake Malawi, approximately 120 km. away. The effluents from some industries are discharged into this river. People who live near the area use the water from the river for domestic purposes. Unfortunately, there is no information on the quality of the effluent discharged into this river and also on the quality of the water in the river for human use. Such information is important for the authorities to take proper action in preventing pollution of the environment for the good health of the population.

The objective of this study was therefore to assess the extent of chemical pollution in receiving rivers as affected by industrial effluents discharged therein

.


Materials and Methods

Study area

The study was conducted in the effluent channels from three industries and in a receiving river that runs through an industrial area in the capital city of Malawi. The layout of the area and the sample collection points are shown in Fig. 1. The major industries discharging effluents into the river are the opaque soft drink manufacturing company (Industry A), a textile company (Industry B) and opaque beer brewing company (Industry C). Industry A has a waste disposal site that is close to the river.

Samples and sampling

Samples of effluents were collected in duplicate in the morning and afternoon from points A, B and C in the channels, leading to the river, for five days. Water samples in the river were collected in duplicate in the morning and afternoon from four sampling

places 1, 2, 3 and 4. Sample point 1 was 1 km. upstream of point 2; point 4 was 1km downstream of point 3 and points 2 and 3 were half a kilometer apart. All samples were placed into thoroughly cleaned 1liter polyethylene bottles and tightly closed.

Each bottle was rinsed with the appropriate sample before the final sample collection. The samples were placed in a cooler box and then taken to the laboratory for analysis. Sampling was carried out in the dry and rainy seasons.

Chemical analysis

pH: The pH was measured directly either in the effluent channel or in the river using a pH meter. Electrical conductivity (EC): This was measured directly either in the effluent channels or the river using conductivity meter. Dissolved oxygen (DO): This was measured directly in the effluent channels or the river using a DO meter. Biochemical oxygen demand (BOD): This was determined by conventional methods (AOAC, 2002). A sample of the solution (50 ml.) was placed into a 500 ml BOD bottle and filled to the mark with previously prepared dilution water. A blank solution of the dilution water was similarly prepared and placed in two BOD bottles. A control solution without dilution water was also prepared and placed in a BOD bottle. The bottles were stoppered, sealed and incubated for five days at room temperature. BOD was calculated from the relation: BOD = (D1-D2)/P, where D1= dissolved oxygen 15 minutes after preparation, D2= dissolved oxygen in diluted sample after incubation and P = amount of sample used. Phosphate (PO4 3-): To a 50 ml. sample was added 8ml. of combined reagent (a mixture of solutions of sulphuric acid, potassium antimony tartrate, ammonium molybdate and ascorbic acid), mixed and left to stand for 10 minutes. The absorbance of the solution was then measured at 880 nm. (AOAC, 2002) and the concentration of phosphate obtained from a calibration curve. Nitrate (NO3 -): This was determined by calorimetric methods (AOAC, 2002). To a 10 ml. sample in a sample tube was added sulphuric acid (13 N, 10 ml.). The tube was placed in a water bath at 10 oC for 3 minutes after which brucine reagent (0.5 ml.) was added. The tube was then placed in boiling water bath for 25 minutes and then cooled.

The absorbance of the sample was read at 410 nm. using a calorimeter and the concentration of nitrate obtained from a calibration curve. Hardness (TH): This was obtained by titrimetric methods (AOAC, 2002). 25 ml. sample was diluted with distilled water after which, 2 drops of buffer solution (pH 10), sodium cyanide (250 g.) and indicator powder (200 mg.) were added. The solution was then titrated with 0.01M EDTA to a blue endpoint. The hardness was obtained as mg CaCO3/l. Suspended solids (SS): A sample (200 ml.) was left to stand for 20 minutes after which it was poured into a previously weighed platinum dish and evaporated to dryness. Chloride (Cl-): This anion was determined by titration of the sample with silver nitrate. To 100 ml. sample was added potassium chromate (5%, 1 ml.) and titrated with 0.1 M. silver nitrate solution to the first appearance of a buff color (AOAC, 2002). 238 O. Phiri, et al., Assessment

Alkalinity: This was obtained by titrating 50 ml of sample with HCl (0.1M).

Data analysis

Data was analysed using Statistical Package for Social Sciences (SPSS). The paired t-test was used to compare the means as well as the seasonal differences in effluent quality and also the water quality of the water in the river.

 

 

Results

Table 1 shows the concentrations of the parameters obtained in the effluent from the three different industries sampled in the dry season and Table 2 shows the concentrations of the same parameters obtained in the rainy season. In the dry season, the pH was 4.2±0.05 in the effluent from industry A, 6.5±0.02 in the effluent from industry B, and 5.2±0.06 in the effluent from industry C. In the rainy season, the pH values were 4.2±0.05 in the effluent from industry C, 4.8±0.05 in the effluent from industry A and 5.6±0.01 in the effluent from industry B. The dissolved oxygen (DO) levels in the rainy season ranged from 3.4±0.07 mg/l. in the effluent from industry C to 4.2±0.07 mg/l. in the effluent from industry B. In the dry season the values were 0.27±0.01 mg/l. in the effluent from industry B, 0.44±0.02 mg/l. in the effluent from industry C and 2.9±0.07 mg/l. in the effluent from industry A. The levels of biochemical oxygen demand (BOD) in the dry season were 57.8 ±2.5 mg/l. in the effluent from industry B, 79.2±5.2 mg/l. in the effluent from industry A and 110.6±5.5 mg/l. in the effluent from industry C. In the rainy season, the highest amount of BOD was in the effluent from industry C (99.4±1.9 mg/l.) and the least was in the effluent from industry B (85.6±9.2 mg/l). The electrical conductivity (EC) in the rainy season was 380.0±5.1/ Ù.cm in the effluent from industry C, 670±13.1 1/Ù.cm in the effluent from industry B and 1770.0±10.2 Ù.cm in the effluent from industry A. In the dry season, the values were 460 ± 9.2 1/ Ù.cm in the effluent from industry B, 500±10.1 1/ Ù.cm in the effluent from industry C and 780±5.5 1/Ù.cm in the effluent from industry A. The suspended solids (SS) were 37.0±4.1mg/l in the effluent from industry A, 219± 5.1mg/l in the effluent from industry B and 509±15.5 mg/l in the effluent from industry C in the rainy season. In the dry season, the values ranged from 560±4.1 mg/l. in the effluent from industry B to 707±5.5 mg/l. in the effluent from industry A. The alkalinity levels in the dry season were 140±3.1 mg. CaCO3/l. in the effluent from industry C, 166±6.1 mg. CaCO3/l. in the effluent from industry B and 396±5.3 mg CaCO3/ l. in the effluent from industry A. In the rainy season, the values ranged from 76.0±11.1 mg. CaCO3/l. in the effluent from industry C to 292.1±13.3 mg. CaCO3/l. in the effluent from industry A. The hardness (TH) in the dry season was 138±2.3mg/l.  in the effluent from industry B, 172±6.0 mg/l. in the effluent from industry C and 236±1.9 mg/l. in the effluent from industry A while in the rainy season, the values were 515.5±7.2 mg/l. in the effluent from industry C, 715±9.1 mg/l. in the effluent from industry B and 767.6±1.5 mg/l. in the effluent from industry A. In the rainy season, the concentration of chloride ranged from 17.8±1.5 mg/l. in the effluent from industry A to 28.8±1.9 mg/l. in the effluent from industry C while in the dry season, the values ranged from 24.0±3.1 mg/l. in the effluent from industry C to 36.6±1.9 mg/l. in the effluent from industry B. The concentration of phosphate in the rainy season ranged from 0.04±0.01 mg/l. in the effluent from industry A to 4.5±2.1 mg/l in the effluent from industr The parameters obtained in the water at selected points in the river (Fig. 1) in the dry and rainy seasons are given in Tables 3 and 4 respectively. In the dry season, the pH levels were 7.5±0.06 at point 1, 6.7±0.12 at point 2, 6.3±0.19 at point 3 and 7.0±0.06 at point 4 while in the rainy season the values were 7.3±0.02 at point 1, 6.4±0.23 at point 2, 5.2±0.08 at point 3 and 6.5±0.16 at point 4. The dissolved oxygen (DO) at point 1 was high in both the rainy season (5.2±0.08 mg/l) and the dry season (5.4±0.12 mg/l). While the values were slightly higher in the rainy season at points 2 (5.7±0.1.8 mg/l), 3 (4.1±0.10 mg/ l) and 4 (6.0±0.21 mg/l), they were lower at these points in the dry season. Levels of biochemical oxygen demand (BOD) were 2.8±0.08 mg/l at point 1, 49.0±0.6 mg/l at point 2, 34.6±1.25 mg/l at point 3 and 38.1±0.9 mg/l at point 4 in the dry season. In the rainy season the values were 4.2±1.13 mg/l, 15.8±1.03 mg/l, 24.5±1.41 mg/l and  6.6±0.74 mg/l respectively, at these points. The electrical conductivity (EC) was 960±11.54 1/Ω.cm at point 1, 430±17.33 1/Ω.cm at point 2, 1090±5.8 1/Ω.cm at point   and 1022±6.11 1/Ω.cm. at point 4 in the dry season. In the rainy season, the electrical conductivities ranged from 498.3 ± 6.01 1/Ω.cm at point 1 to 583.3±4.41 1/Ω.cm at point 4. The values at points 2 and 3 were much higher. In the dry season, the hardness of the water was 417.0±4.93 mg. CaCO3/ l. at point 1, 113.3±3.50 mg.  CaCO3/l at point 2, 330.7±1.80 mg. CaCO3/l at point 3 and 245.7±2.60 mg. CaCO3/l at point 4 while in the rainy season the values were 246.0±2.32 mg. CaCO3/l at point 1, 362.7±2.45 mg. CaCO3/l at point 2, 342.2±3.01 mg. CaCO3/l at point 3 and 297.8±2.01 mg. CaCO3/l. at point 4. The alkalinity of the water was 379.3±1.8 mg CaCO3/l upstream, 136.0±1.15 mg. CaCO3/l at point 2, 338.0±1.15 mg. CaCO3/l at point 3 and 360.0 ±2.31 mg. CaCO3/l at point 4 in the dry season while in the rainy season, the values were 51.0 ±2.08 mg. CaCO3/l at point 1, 220.0±1.2 mg. CaCO3/l at point 2, 208.0±2.91 mg. CaCO3/l at point 3 and 344.7±2.0 mg CaCO3/l at point 4. In the dry season, the levels of suspended solids were 22.0±1.15 mg/l at point 1, 97.7±1.45 mg/l at point 2, 238.0±4.16 mg/l at point 3 and 253.7±0.81 mg/l at point 4  and in the rainy season these were 665.0±13.2 mg/l at point 1, 62.9±0.58 at point 2, 82.3±1.45 mg/l at point 3and 77.7±1.45 mg/l at point 4. The concentration of chloride in water in the dry season was 24.8±0.71 mg/l at point 1, 36.5±1.92 mg/l at point 2, 38.2±1.0 mg/l at point 3 and 39.8 ± 0.05 mg/l at point 4. In the rainy season the values

were 24.8±1.22 mg/l, 28.7±0.72 mg/l, 31.2±0.12 mg/ l and 34.7±0.35 mg/l at these points respectively. The concentration of phosphate in the dry season was 0.03±0.01 mg/l at point 1, 0.13±0.01 mg/l at point 2, 0.02±0.01 mg/l at point 3 and 2.07±0.1 mg/ l at point 4. In the rainy season, the values were 2.46±0.08 mg/l at point 1, 0.05±0.0 mg/l at point 2, 0.07±0.01 mg/l at point 3 and 1.11±0.03 mg/l at point 4. The concentration of nitrate averaged 0.02±0.1mg/l in the dry season and 0.01±0.0 mg/l in the rainy season.


Discussion and Conclusion

The results showed that the pH of the effluent from industry A was the lowest in the dry season while pH for the effluent from industry B was the highest. The low pH levels in the effluent from industries A and C could be due to the raw materials

such as corn, sorghum, enzymes, lactic acid and yeast that are used by these two industries. However, in the rainy season the effluent from industry C was the most acidic and that from industry B was least acidic. Notable was the fact that in

both seasons, the effluents were acidic (pH<7.0) The dissolved oxygen levels in the dry season differed significantly (p<0.05), being lowest in the effluent from industry B and highest in the effluent from industry A. The low DO value from the effluent

in the textile company suggests that this industry was producing a lot of organic substances, most likely, the dyes, which are high oxygen-demanding wastes. Seasonal differences were also significant (p<0.05), the values being lower in the dry season

than in the rainy season. The higher values in the rainy season could be due to rainwater, which resulted in more freshness of the water. All the values were below the minimum standard (>5mg/l.) set by the Malawi Bureau of Standards (MBS, 2000). The levels of biochemical oxygen demand varied significantly (p<0.05) between the effluents in the dry season, being highest in the effluent from industry C and lowest in the effluent from industry B. The rainy season levels also varied between sampling points.

 In this case however, the highest amount was in the effluent from industry C and the least was in the effluent from industry B. The rainy season values were much higher than the dry season ones. In the dry season, the values of electrical conductivities were much lower (p<0.05) than those in the rainy season. The higher values in the rainy season could be due to ground water and surface runoff from the surrounding farming areas that might have brought in ionic substances such as nitrates, chlorides and phosphates from fertilizers. This was also shown by the higher values of these ions in the rainy season compared to those in the dry season. The suspended solids were highest in the effluent from industry C in the rainy season and the least were in the effluent from industry A. However, the values in the dry season were much higher (p<0.05) in all the effluents. The alkalinity levels were much higher (p<0.05) in the dry season than in the rainy season. The hardness (TH) in the effluents followed the opposite trend to that of alkalinity. The values were higher in the rainy season compared to those in the dry season. In both seasons the values were highest in the effluent from industry A. The pH of the water in the river showed considerable variation. Upstream (point 1), the water was nearly neutral in the two seasons. The effluents from the industries did not directly affect point 1 and as such, the observed pH values were what would be expected of normal river water. The water at points 2, 3 and 4 was however more acidic than it was upstream. Although industry A was not directly contributing to the water quality, the effects of the effluents from industries B and C were apparent in this respect. The pH values were lower at points 2, 3 and 4 in both seasons. The relatively lower values in the rainy season could be due to a combined effect of the effluent and some incoming fertilizers such as calcium ammonium nitrate and urea from the farming areas due to runoff. The dissolved oxygen at point 1 was low in both the rainy season and the dry season. Although the values were slightly higher in the rainy season at points 2, 3 and 4, they were lower at these points in the dry season. The slightly lower DO level at point 2 in the dry season could be due to the nature of the effluent that was released immediately before that point. The effluent discharged had DO level of 0.27mg/l., which suggested that the industries were releasing some organic substances that were high oxygen-demanding wastes (Emongor et al., 2005). In addition, it had been observed, during sample collection, that the water was calm at this point probably because of the presence of some plants that were growing there and this might have retarded oxygen mixing between the atmosphere and water (Boyd, 1990). However, at point 4, the DO level increased slightly and this could be due to fewer plants growing there than at point 2, and this might have helped to increase flow of water which in turn helped aeration of the water. The higher DO values in the rainy season could be a result increased water volume in the river. The BOD levels were generally high at points 2 and 3 in the dry season. The higher values at these points meant that there were greater quantities of degradable wastes probably from the effluents from industries B and C both of which had BOD levels of 57.8±2.5mg/l. and 110.6±5.2mg/l. respectively, at the points of discharge into the stream. This also corresponded with the low DO levels that were noted at these points. The levels of BOD during the rainy season varied significantly (p<0.05) between points, although, the amounts at point 2 and point 3 did not vary significantly. This could be due to the fact that the effluent from industry A that was being dumped in a pit behind its premises, might have been washed away by storm  water and affected the quality of water in the river. The electrical conductivities were higher (p<0.05) at points 3 and 4 in the dry season. The lower EC observed at point 2 could be due to the fact that since industry B is a textile factory, it could be using synthetic detergents in its operations and these could precipitate ionic species, resulting in low conductivity.

The higher conductivities observed at points 3 and 4 could be attributed to the relatively low DO and high BOD levels in the effluents coming from the industries B and C. However, in the rainy season, the electrical conductivities were lower than those observed in the dry season. This was attributed to dilution of salts arising from increased water volume in the river. Significant differences (p<0.05) between sampling points were also observed. There were also significant seasonal differences between sampling points with point 2 showing a tremendous increase. In the dry season, the hardness of the water was surprisingly high upstream. Activities were observed upstream and beyond point 1 that included farming, bathing and washing of clothes by villagers around the area and these activities could account for the high level of hardness of the water. In the rainy season, the hardness exhibited a different trend from that in the dry season. Water hardness increased from point 1 to point 2 and steadily decreased at points 3 and 4. However, at point 4 (downstream), the levels declined, and this was in contrast to what other workers found out (Fakayode, 2005). There were significant seasonal differences (p<0.05) in the mean levels of hardness between points. In general, the values obtained from the different points in different

seasons showed that the water was relatively hard bathing. Since most soaps have water-softening agents such as washing soda and sodium carbonate, the use of soaps might have increased the concentration of carbonates and hence alkalinity. The relatively greater levels of alkalinity observed at points 3 and 4 could be attributed to low levels of DO after the out fall of the effluents from industry C at point 3. In the rainy season, a different trend was observed; the low levels of alkalinity observed upstream could be attributed to the fact that during this time, the water at this point was turbid and dirty probably as a result of land runoff, and this might have prevented people from using the water for washing and bathing. In the dry season, the lowest levels of suspended solids were obtained at point 1 and the highest levels were obtained at point 3. This was attributed to the fact that during this period, the water was relatively free from materials that were brought in the river through runoff. The high levels of solids at points 2, 3 and 4 were attributed to the entry of effluents from industries B and C. This showed that the entry of these effluents had an impact on the levels of solids in the river. However, in the rainy season, greater levels of suspended solids were obtained at point 1, with the least at point 4. As similar studies (Fakayode, 2005) have shown that contaminants tend to accumulate downstream, it is difficult to explain the opposite effect in this observation. In the dry season, the concentration of chloride was highest (p<0.05) at point 4 and least at point 1 in agreement with what has been observed in other studies (Fakayode, 2005). A similar trend was observed in the rainy season. The concentrations in the dry season were higher though than in the rainy season. The concentration of phosphate varied between sampling points in the dry season, being highest at point 4. The concentration at points 1, 2 and 3 did not differ much. However, in the rainy season, the trend was the opposite; it decreased downstream. The concentration of nitrate did not differ significantly between sampling points in both the dry season and the rainy season. In general, the values were higher in the wet season than in the dry season probably as a result of surface runoff of fertilizers from the farming areas. Overall, the study has shown that the effluents from the industries have a big impact on the water quality of the receiving river. Although the values in some cases were lower than the allowable limits, the  continued discharge of the effluents in the river may result in severe accumulation of the contaminants and, unless the authorities implement the laws governing the disposal of wastes, this may in turn affect the lives of the people. The results of this study have shown that the effluents were very acidic in both the dry and rainy seasons. While dissolved oxygen, biochemical oxygen demand, electrical conductivity, suspended solids, alkalinity and chloride were relatively high, in the dry and rainy seasons, the concentrations of phosphate and nitrate were low. In the dry season, the water upstream was neutral with high dissolved oxygen but low in levels of the other parameters. The water after the effluent receiving points was acidic and the levels of the other parameters were high and especially downstream. The results suggest that the effluents being discharged into the river have considerable negative effects on the water quality of the water in the river and as such, the water is not good for human use. It is therefore recommended that that careless disposal of the wastes should be discouraged and if possible, there is need to install a treatment plant for all the industrial wastes so that they are treated before being dumped into the environment.


References

Altman S. J. and Parizek R. R., (1995). Dilution of nonpoint source nitrate in ground water. J. Environ.  Quality, 24, 707-717.

Anonymous., (2000). MBS Guidelines on constituents of health significance, MBS, Malawi,Malawi Bureau of Standards (MBS).

Anonymous., (2002). Official methods of analysis. Association of Official Analytical Chemists, Maryland, USA. 17th. Ed., Association of Official American Chemists (AOAC).

Anonymous., (2005). Factsheet 11, Pollution, available at www.sardc.net/imercsa/, SARDC.

 =======================000000========================

IMPROVING YOUR STUDY SKILLS

        Study skills are simply the various skills you need to be able to study efficiently. Many people have surprisingly poor study skills


 

 !First improve your abbreviations

Several study skills depend upon the ability to use abbreviations effectively. When making notes (from a text in front of you), abbreviations help you to summarise information in a small space. This is immensely useful when you start your revision programme.

When taking notes (while listening to someone speaking), abbreviations are even more useful. Some students try to write down everything the lecturer or broadcaster is saying. This is impossible! These days few people learn shorthand (if you do know shorthand, use it!), so we need to use abbreviations. Many of these are standard, but you will find it helpful to invent your own. Here is a list of well-established abbreviations:

 

Conversion Factors @ ChemScience


1 megagram (Mg) = 1 000 kilograms

1 kilogram (kg) = 1 000 grams (g)

1 gram (g) = 1 000 milligrams (mg)

1 milligram (mg) = 1 000 micrograms (γg)

1 microgram (γg) = 1 000 nanograms (ng)

1 nanogram (ng) = 1 000 picograms (pg)

EXAMPLE of different concentration units:

 

5.84% m/v sodium chloride solution = 5.84g sodium chloride (solute) dissolved in water (solvent) made up to final volume of 100ml (solution);

 = 58 400ppm NaCl = 58 400mg NaCl/litre = 1.0 mol/l = 1.0N NaCl = 1.0M NaCl

 = 1.0 mol NaCl dm-3

 

where:

N   = Normal Solution = number of gram-equivalent mass of solute per one litre solution;

M   = Molarity Solution = number of moles of solute per one litre solution = mol dm-3 = mol l-1;

m   = Molality Solution = number moles of solute per one kilogram solvent = mol kg-1;

F    = Formality Solution = number gram-formula mass solute per one litre solution;

mol = mole = gram-molecular weight of substance = amount of substance (solute).

Temperature conversion factors:

 

· degrees Fahrenheit (°F) to Centigrade:   °C = (5 (°F - 32)) /9

· degrees Centigrade (°C) to Fahrenheit:   °F = (9/5 °C) + 32                                                                        

· degrees Kelvin (°K) to Centigrade:        °C = °K - 273.15

· degrees Fahrenheit (°F) to Rankine:       °R = °F + 459.67

· degrees Réaumur (°r) to Centigrade:      °C = (°r-10)/8

 

NOTE:   degrees Centigrade = degrees Celsius

               degrees Kelvin = degrees International Temperature ical (1968)

· parts per million = ppm = 1 part solute in 1 000 000 parts solution:

ppm by volume = g/m3 = mg/= mg/dm3 = ug/ml = ng/ul = % m/v x 104 

ppm by weight = g/mg = mg/kg = ug/g = ng/mg = % m/m x 104

  · parts per billion (US) = ppb = 1 part solute in 1 000 000 000 parts solution:

ppb by volume = ug/l = ng/ml = pg/ul = % m/v x 10

ppb by weight = ug/kg = ng/g = pg/mg = % m/m x 107

· parts per billion (UK) = ppb = 1 part solute in 1 000 000 000 000 parts solution

· % m/m = percentage mass by mass = g/100g;

    % v/v = percentage volume by volume = ml/100ml;

· ppm by weight = ppm by volume x density

· 1 g/ml = 1kg/l = 1 x 103 kg/m3 = 1 x 102 kg/hectoliter

· 1 g/l = 1 kg/m3

 

Some useful technical information and unit conversion factors

Prefixes:

tera                     T           1012

giga                    G           109

mega                  M           106

kilo                     k            103

hector\                h            102

deca                   da          10

deci                    d            10-1       

centi                   c            10-2

milli                     m           10-3

micro                  γ            10-6

nano                   n            10-9

pico                    p            10-12

femto                  f            10-15

atto                     a            10-18

Some typical chemical reactions and examples:

FORMATION: elements to compounds, e.g. C + O2 = CO2 (combustion)

COMBINATION: two or more substances to form a new substance, e.g. 2Na + Cl2 = 2NaCl

OXIDATION-REDUCTION: oxidation states change, e.g. xFe + 3O2 = xFe2O3 (rusting)

NEUTRALISATION: acid/alkali, e.g. HCl + NaOH = NaCl + H2O (forms a salt)

DECOMPOSITION: single substance yields multiple substances, e.g. 2HgO = 2Hg + O2

DISPLACEMENT: element replaces another element to form a compound, e.g. Zn + 2HCl = H2 + ZnCl

Some other useful and interesting chemical websites:

www.saci.co.za                                                      The South African Chemical Institute, membership, seminars

 

www.rsc.org                                                           The Royal Society of  Chemistry, membership, news, etc

 

www.chemsoc.org                                                 The Chemical Society, news, articles, etc

 

www.chemicalonline.com                                      News & info on industry

 

www.sanas.co.za                                                  The South African National Accreditation System

 

www.nla.org.za                                                       National Laboratory Association, training, seminars, etc

 

www.iupac.org                                                        International Union of Pure & Applied Chemistry

 

www.chemfinder.com                                            Chemical structures

 

http://casweb.cas.org/chempatplus/                      Chemical patents

 

www.xe.net/currency/                                            Currency converter

www.tucows.co.za                                                 Internet programmes

www.geocities.com                                                Personal WebPages

www.google.com                                                   Best search engine

www.allexperts.com                                               For expert advice

http://uncweb.carl.org                                            Uncover document awareness service

www.onelook.com                                                 Reference materials

www.eevl.ac.uk/eese/                                            Engineering search engine

www.albany.edu/library/internet/syntax.html         Reference to search engine syntax

www.chemicalbid.com                                           Chemical auctions

www.freemarkets.com                                           Auction site

www.techex.com                                                   Technology exchange

www.chemcenter.org                                             American Chemical Society

http://chemweb.com                                               Chemistry general, forums, etc

www.chem.ucla.edu/chempointers.html                Chemistry library

www.cas.org                                                          Chemistry abstracts (CAS)

www.beilstein.com                                                 Organic chemistry

http://chemfinder.camsoft.com                               Links to chemical databases

http://physchem.ox.ac.uk/MSDS/                          Material safety data sheets

www.shef.ac.uk/~chem/web-elements                  Info on chemical elements

 

WEIGHT:

kilograms x 2.2046 = lbs  (pounds)

lbs x 0.4536 = kilograms

grams x 0.0352740 = ounces (US)

grams x  0.0321507 = ounces (troy)

 

VOLUME:

litres x 0.2642 = gallons (US)

litres x 0.21997 = gallons (Imperial)

litre x 0.56825 = pints    or

1 litre = 1.7598 pints

8 pints = 1 gallon (Imperial) = 4.546 litres

1 litre = 1000.027 cc = 35.1960 fluid ounces


  1. alt.                  alternative
  2. approx.            approximately
  3. a.s.a.p.            as soon as possible
  4. C                     century
  5. c.                     approximately
  6. cd                    could
  7. cf.                    compare
  8. cont’d               continued
  9. exc.                  except
  10. e.g.                  for example
  11. esp.                 especially
  12. et al.                and others
  13. et seq.              and what follows
  14. ff.                              following pages
  15. fr.                              from
  16. ibid.                 in the same work as quoted above
  17. inc.                  including
  18. i.e.                   that is
  19. info                  information
  20. i.r.o.                in respect of
  21. no.                   number
  22. op. cit.             in the work quoted
  23. opp.                 opposite
  24. p.                     page
  25. pp.                   pages
  26. q.v.                  see
  27. re:                   with reference to
  28. shd                  should
  29. usu.                 usually
  30. v.                     very
  31. vs                              against
  32. viz.                  namely
  33. wd                   would
  34. wh.                  which
  35. w/o                  without
yr                    your
  1. +                      and
  2. &                     and
  3. =                      equals
  4. ¹                      doesn’t equal
  5. <                      less than
  6. >                      more than
  7. //                    parallel, similar or equivalent to
  8. \                     therefore
  9. Q                     because
  10. @                     approximately equal to
  11. ®                      it follows that
  12. ¬                       results from, depends upon
  13. #                      space

======?It is necessary and sufficient to know it. ,Is it not======

this is waste book.===== !Dont waste my time!==..et al====

 please set your idea and messages in this section



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دوشنبه ٢٩ بهمن ۱۳۸٦ - Siamak gholami | لینک دائم | others massage پيام هاي ديگران () | Add to Del.icio.us  digg this post  add to google bookmarks  add to technorati   add to shadows  

Anthropogenic environmental disasters

Environment disasters .....I hope to chenge to  .....enviroment healty

 
 
 
Anthropogenic environmental disasters


now today
 

 ..........--------=======1111110000000111111=======-------.............
 
arsenic poisoning— in what the World Health Organization (WHO) has called the “largest mass poisoning of a population in history.”,WHO

vesicular eruptions      contaminated person    amputee  feet

a patient

 

 

 

2. The Bangladesh arsenic crisis

Arsenic is a poisonous metalloid that can be found in three forms; yellow, grey and black arsenic. Arsenic compounds are used as pesticides and in various alloys. It is not only toxic to insects and some plants, but also to humans. Its toxicity stems from the similarity of the chemical structure to phosphorus, causing it to partly substitute phosphorus in chemical reactions.
Bangladesh, has had major drinking water problems for many decades. Most people used to drink surface water, which led to the spread of pathogens such as cholera and dysentery. International organizations started promoting groundwater welling for drinking water production. It was however not known that groundwater in Bangladesh contained significant amounts of arsenic. The arsenic present in the groundwater is of natural origin, being released from subsurface sediment layers under anoxic conditions. Many other Asian countries, such as Vietnam, Cambodia and Tibet are thought to have similar geological environments as Bangladesh. These countries may also have high-arsenic groundwater.

When drinking water wells were installed in Bangladesh, approximately 57 million Bangladeshi people started drinking groundwater with arsenic concentrations far above the legal limit of 0,05 mg/L. After several years of applying groundwater as drinking water over a quarter of the Bangladeshi population exhibited symptoms of arsenic poisoning (arsenicosis).
Arsenic poisoning kills people by disrupting the digestive system. Symptoms include changes in skin colour, formation of skin patches (see picture), stomach pains, vomiting, delirium and gangrene. Chronic low level arsenic poisoning in Bangladesh also results in cancers, such as lung cancer, skin cancer, kidney cancer and bladder cancer.

The arsenic problem was first discovered in the early 1980s, but public awareness of the arsenic crisis did not emerge until the mid-1990s. The World Health Organisation has described the naturally occurring arsenic as the largest mass poisoning of a population in history. Today, more than 85 million Bangladeshi people are drinking the arsenic-rich groundwater. It is very probable at least 80 million people now suffer from arsenic poisoning. The exact number is uncertain because it may sometimes take up to 10 years before arsenic poisoning can be diagnosed.

Legal proceedings began in London in 2003 to determine whether the British Geological Survey was negligent in failing to detect arsenic in Bangladeshi water supplies. The organization conducted research on behalf of the Bangladesh government in 1992, but did not test the groundwater for arsenic. The organization pleas 'not guilty' and argues that at the time of its report little was known about the geological origins of arsenic poisoning.

 
 
 .

 Determination of arsenic with sodium borohydride
 hydride generator: The basic unit is composed of two parts: a precision
peristaltic pump, which is used to meter and mix reagents and sample solutions, and the
gas-liquid separator. At the gas-liquid separator a constant flow of argon strips out the hydrogen and metal hydride gases formed in the reaction and carries them to the heated quartz absorption cell (Section 3114B.1b and Section 3114B.2b), which is supported by a metal bracket mounted on top of the regular air acetylene burner head. The spent liquid flows out of the separator via a 

constant level side drain to a waste bucket. Schematics and operating parameters are shown in.

Check flow rates frequently to ensure a steady flow; an uneven flow in any tubing will cause
an erratic signal. Remove tubings from pump rollers when not in use. Typical flow rates are: sample, 7 mL/min; acid, 1 mL/min; borohydride reagent, 1 mL/min. Argon flow usually is re-fixed, typically at 90 mL/min.
 
 .Determination of arsenic with sodium borohydride: To 50 mL digested standard or sample in a 200-mL Berzelius beaker (see Figure 3114:1) add 5 mL conc HCl and mix. Add 5 mL NaI rereductant solution, mix, and wait at least 30 min. (NOTE: The NaI reagent has not been found necessary for certain hydride reaction cell designs if a 20 to 30% loss in instrument sensitivity is not important and variables of solution acid conditions, temperatures, and volumes for production of As(V) and arsine can be  controlled strictly. Such control requires an automated delivery system ;
 .Attach one Berzelius beaker at a time to the rubber stopper containing the gas dispersion tube for the purging gas, the sodium borohydride reagent inlet, and the outlet to the quartz cell.
Turn on strip-chart recorder and wait until the base line is established by the purging gas and all air is expelled from the reaction cell. Add 0.5 mL sodium borohydride reagent. After the nstrument absorbance has reached a maximum and returned to the base line, remove beaker,inse dispersion tube with water, and proceed to the next sample or standard. Periodically ompare standard As(III) and As(V) curves for response consistency. Check for presence of hemical interferences that suppress instrument response for arsine by treating a digested sample ith 10 μg/L As(III) or As(V) as appropriate. Average recoveries should be not less than 90%.
 Calculation

Construct a standard curve by plotting peak heights or areas of standards versus
concentration of standards. Measure peak heights or areas of samples and read concentrations from curve. If sample was diluted (or concentrated) before sample digestion, apply an ppropriate factor. On instruments so equipped, read concentrations directly after standard alibration.
 .


Arsenic Poisoning

It is another  usfull weblog


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 =============================================================================

Anthropogenic environmental disasters

The hazardous substances used and expelled to nature by the industries are as follows:

arsenic - agriculture, phosphate manufacture, fertilizer production, leather tanning;


cadmium - leather tanning, metal plating, phosphate manufacture, stell works, fertilizer production;
chromium - pulp and paper mills, fertilisers, leather tanning, cement works, steel works, glass works;
copper - pulp and paper mills, fertiliser manufacture, chemical works;
cyanide - iron and steel manufacture, electroplating;
lead - paint manufacture, battery manufacture, chemical manufacture, pulp and paper mills, fertiliser manufacture, petroleum refining;
mercury - paint and chemical manufacture, plastic and pharmaceutical manufacture, electrical goods manufacture;
manganese - fertilisers;
nickel - pulp and paper mills, petroleum refining;
titanium - paint manufacture, textile and paper production;
zinc - pulp and paper mills, fertiliser production, leather tanning.


POLLUTION News

 
To a kilogram raw leather requires about 35 litres of water, 250 types of chemicals and toxic heavy metals like chromium, cadmium, arsenic and zinc etc.
 
       A class of compounds known as polybrominated diphenyl ethers(PBDEs)-flame-retardant additives used in high-impact plastics, foams, and textiles-has recently sparked concerns among environmental health scientists. PBDEs are part of a superfamily of related toxic compounds known as persistent organic pollutants (POPs).


It is reported that there are around 1500-2000 textile dyeing and washing units, and a few hundred are in the pipeline. All of these industries are extracting ground water and releasing it to the surface water directly, without treatment. Only a few of them have effluent treatment plants (ETP), but they are operating partially or are out of order. As a result, surface water bodies are being contaminated day by day, and the ground water table is being depleted.



IT is my aim: Understand the regulatory framework and reasons for risk assessment: the Chemical Safety Assessment
 
 
Get an overview of the health hazardous properties such as toxicity, sensitisation, mutagenicity, and ways of determining them
 
Learn how these properties are used to classify substances and derive key parameters such as the derived-no-effect level (DNEL

 
Understand some of the methods for measuring exposure for specific populations
Learn where to find the information you need for risk assessment

 pic2

 

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شنبه ٢٠ بهمن ۱۳۸٦ - Siamak gholami | لینک دائم | others massage پيام هاي ديگران () | Add to Del.icio.us  digg this post  add to google bookmarks  add to technorati   add to shadows  

مصاحبه با خدا (THE INTERVIEW WITH GOD)

 

THE INTERVIEW WITH GOD

مصاحبه با خدا


I dreamed I had an interview with God.

 

So you would like to interview me? God asked.

 

What surprises you most about humankind?

 

پرسیدم: چه چیزی در رفتار انسان ها هست که شما را شگفت زده می کند؟

 

God answered...

پاسخ داد:

 

That they get bored with childhood,

آدم ها از بچه بودن خسته می شوند ...

 

they rush to grow up, and then

عجله دارند بزرگ شوند و سپس.....

 

Long to be children again.

آرزو دارند دوباره به دوران کودکی باز گردند

 

That they lose their health to make money...

سلامتی خود را در راه کسب ثروت از دست می دهند

 

and then lose their money to restore their health.

و سپس ثروت خود را در راه کسب سلامتی دوباره مصرف می کنند....

 

That by thinking anxiously about the future,

چنان با هیجان به آینده فکر می کنند.

 

They forget the present,

که از حال غافل می شوند

 Such that they live in neither the present nor the future.

به طوری که نه در حال زندگی می کنند نه در آینده

 

"That they live as if they will never die,

 

آن ها طوری زندگی می کنند.،انگار هیچ وقت نمی میرند

 

and die as though they had never lived.

و جوری می میرند ....انگار هیچ وقت زنده نبودن

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reference
برگرفته از سایت http://abrishami.blogfa.com/آموزش مستقیم زبان انگلیسی و آموزش الکترونیک در سایت http://elanguage.com/learn-to-speak-english-online.html
گروه اینترنتی پرشین استار | www.Persian-Star.org
it is farshchian painter)(ya zamen Aho)i)

He is saving  the dog (flood Iuva USA)i


and have Kiled the humanity in Other places(IRAQ)i

who is rigth? the one is killed or killer?i

  you know that some one that dont shake hand  others , but he alwase shake hand (touched)  animals (who is right?)i

------------------------======-----------------------

 

and now this is some thing in my heart

 .....

 تو، هشتمین خورشیدی که درسایه‌اش آسمان را تجربه کرده‌ایم

..... in mashhad,Iran It is a picture of emam reza mausoleum ..

مشهد مقدس -- حرم آقا علی ابن موسی الرضا (ع)

روضه منوره (ضریح مطهر )

پخش زنده ومستقیم از کربلا و مشهد و نجف

 

An atheist professor of philosophy speaks to his class on the problem science has with God, The Almighty. He asks one of his new students to stand and.....

Prof: So you believe in God?

Student: Absolutely, sir.

Prof: Is God good?

Student: Sure.

Prof: Is God all-powerful?

Student: Yes.

Prof: My brother died of cancer even though he prayed to God to heal him. Most of us would attempt to help others who are ill. But God didn't. How is this God good then? Hmm?

(Student is silent.)

Prof: You can't answer, can you? Let's start again, young fella. Is God good?

Student: Yes.

Prof: Is Satan good?

Student: No.


Prof: Where does Satan come from?

Student: From...God...

Prof: That's right. Tell me son, is there evil in this world?

Student: Yes.

Prof: Evil is everywhere, isn't it? And God did make everything. Correct?

Student: Yes.

Prof: So who created evil?

(Student does not answer.)

Prof: Is there sickness? Immorality? Hatred? Ugliness?All these terrible things exist in the world, don't they?

Student: Yes, sir.


Prof: So, who created them?
(Student has no answer.)

Prof: Science says you have 5 senses you use to identify and observe the world around you. Tell me, son...Have you ever seen God?

Student: No, sir.

Prof: Tell us if you have ever heard your God?

Student: No, sir.

Prof: Have you ever felt your God, tasted your God, smelt your God? Have you ever had any sensory perception of God for that matter?

Student: No, sir. I'm afraid I haven't.

Prof: Yet you still believe in Him?

Student: Yes.

Prof: According to empirical, testable, demonstrable protocol, science says your GOD doesn't exist. What do you say to that, son?

Student: Nothing. I only have my faith.

Prof: Yes. Faith. And that is the problem science has.

Student: Professor, is there such a thing as heat?

Prof: Yes.

Student: And is there such a thing as cold?

Prof: Yes.

Student: No sir. There isn't.
(The lecture theater becomes very quiet with this turn of events.)

Student: Sir, you can have lots of heat, even more heat, superheat, mega heat, white heat, a little heat or no heat. But we don't have anything called cold. We can hit 458 degrees below zero which is no heat, but we can't go any further after that.
There is no such thing as cold .. Cold is only a word we use to describe the absence of heat. We cannot measure cold. Heat is energy . Cold is not the opposite of heat, sir, just the absence of it .

(There is pin-drop silence in the lecture theater.)


Student: What about darkness, Professor? Is there such a thing as darkness?

Prof: Yes. What is night if there isn't darkness?

Student: You're wrong again, sir. Darkness is the absence of something. You can have low light, normal light, bright light, flashing light....But if you have no light constantly, you have nothing and it's called darkness, isn't it? In reality, darkness isn't. If it were you would be able to make darkness darker, wouldn't you?

Prof: So what is the point you are making, young man?

Student: Sir, my point is your philosophical premise is flawed.

Prof: Flawed? Can you explain how?

Student: Sir, you are working on the premise of duality. You argue there is life and then there is death, a good God and a bad God. You are viewing the concept of God as something finite, something we can measure. Sir, science can't even explain a thought. It uses electricity and magnetism, but has never seen, much less fully understood either one. To view death as the opposite of life is to be ignorant of the fact that death cannot exist as a substantive thing.. Death is not the opposite of life: just the absence of it. Now tell me, Professor.Do you teach your students that they evolved from a monkey?

Prof: If you are referring to the natural evolutionary process, yes, of course, I do.

Student: Have you ever observed evolution with your own eyes, sir?

(The Professor shakes his head with a smile, beginning to realize where the argument is going.)

Student: Since no one has ever observed the process of evolution at work and cannot even prove that this process is an on-going endeavor, are you not teaching your opinion, sir? Are you not a scientist but a preacher?

(The class is in uproar.)

Student: Is there anyone in the class who has ever seen the Professor's brain?
(The class breaks out into laughter.)

Student: Is there anyone here who has ever heard the Professor's brain, felt it, touched or smelt it? No one appears to have done so. So, according to the established rules of empirical, stable, demonstrable protocol, science says that you have no brain,sir. With all due respect, sir, how do we then trust your lectures, sir?
(The room is silent. The professor stares at the student, his face unfathomable.)

Prof: I guess you'll have to take them on faith, son.


Student: That is it sir... The link between man & god is FAITH . That is all that keeps things moving & alive.

 

NB: I believe you have enjoyed the conversation...and if so...you'll probably want your friends/colleagues to enjoy the same...won't you?....this is a true story, and the student was none other than......... 


Dr APJ Abdul Kalam, the former President of India .

 

When I was a child I saw in my dream  that Some one was fasten me with chain to others

I thought he was mohamad massenger of moseams

than I saw more and more thing that make my life nice more and more

I hope to accure for others too

so

It is naturaly I think about environmental intellectuality of the world

Is it means like this picture? so

please send your massage

Macca

سه‌شنبه ٢ بهمن ۱۳۸٦ - Siamak gholami | لینک دائم | others massage پيام هاي ديگران () | Add to Del.icio.us  digg this post  add to google bookmarks  add to technorati   add to shadows  

Articles and links suitable
عنوان مقاله هایی که میتوانید دانلود کنید
Topice paper to download
 
همگی از ناشران معتبر (مانند : elsavier )هستند.
تذکر: پس از ورود به سایت (rapidshare)
روی کلمه ( free ) کلیک کنید.
Download any book and Articles in Rapidishare site.

Here you are


ASSESSMENT OF SEASONAL AND POLLUTING EFFECTS
ON THE QUALITY OF RIVER WATER BY EXPLORATORY
DATA ANALYSIS
(MARISOL VEGA*, RAFAEL PARDO*M, ENRIQUE BARRADO and LUIS DEBAÂ N)
http://rapidshare.com/files/80951914/WaterRes38_12_.pdf.html



The utility of multivariate statistical techniques in
hydrogeochemical studies:an example from Karnataka, India
(Rajesh Reghunath*, T.R. Sreedhara Murthy, B.R. Raghavan)


http://rapidshare.com/files/80951915/water_research_vol_36_issue_10.pdf.html



Risk minimization in water quality control problems
of a river system
Subimal Ghosh, P.P. Mujumdar
http://rapidshare.com/files/80951917/risk_minimaise.pdf.html



Mass balance modelling of contaminants in river basins:
A flexible matrix approach
Christopher Warren a,*, Don Mackay a, Mick Whelan b, Kay Fox
http://rapidshare.com/files/80951916/Warren_et_al_2005.pdf.html



Assessment of surface water quality using multivariate
statistical techniques: A case study of the Fuji river basin, Japan
S. Shrestha*, F. Kazama

http://rapidshare.com/files/80951918/Assessment_of_Surface_water_quality.pdf.html



River pollution from non-point sources: a new simplified
method of assessment
Michele Munafo`a, Giuliano Cecchib, Fabio Baioccoa, Laura Mancini
http://rapidshare.com/files/80951919/JEnviMgmt.pdf.html




گل اُرکیده

PAPHIOPEDEDILUM


American Environment protectionآژانس حفاظت محیط زیست آمریکا
American water works associationانجمن امور آب آمریکا
IOBBسازمان بین المللی بیوتکنولوژی و مهندسی زیستی
WHOسازمان بهداشت جهانی
Environment expertمتخصصین محیط
 Standared methodوب سایت استاندارد متد
....وب سایت تصفیه آب

, others
http://www.water-technology.com/

Dictionary online
http://www.ariadic.com

Journal of Environmental
Hydrologyhttp://www.hydroweb.com/journal-hydrology-2007.html

E-Resources is a service to help you find websites, indexes, full-text e-journals and subject guides on a range of topics.
http://www.nla.gov.au/apps/eresources/action/front


جستجوگر فارسیpersiane engine reseacher


National Benchmarking Initiative for Water Services. Launched in 2005, this joint initiative between the WRC, DWAF (Department of Water Affairs and Forestry) and SALGA (SA Local Government Association), will undertake annual benchmarking of key performance indicators for the provision of water services in participating municipalities. This involves site visits and quality control of information to ensure consistency and reliability.
......
June 2006 report
SANCID: The South African National Committee on Irrigation and Drainage represents South Africa at the International Commission on Irrigation and Drainage (ICID).
BPD: Building Partnerships for Development in Water and Sanitation is an informal network of partners who seek to demonstrate that strategic partnerships involving business, government and civil society can achieve more at the local level to improve access to safe water and effective sanitation for the poor than any of the groups acting individually.
SAES: The School of Applied Environmental Science Project (based at the University of Natal) to develop guidelines for the disposal of water-treatment sludge to land and to monitor the environmental effects on soil, crops and waters.
JASWIC: Joint Acceptance Scheme for Water Installation Components contains information about various water and sanitation components accepted for use by the major South African local authorities. Its list of components is now searchable
CERM: Consortium for Estuarine Research and Management




http://i29.tinypic.com/2ccxhme.jpg

 

دوشنبه ۱٠ دی ۱۳۸٦ - Siamak gholami | لینک دائم | others massage پيام هاي ديگران () | Add to Del.icio.us  digg this post  add to google bookmarks  add to technorati   add to shadows  

book download
 
Dear friendes,
you can download so many books,
special ( environmental chemistry) from this site:
  http://gigapedia.org

here I just inform you some books and then in other page you can download directly

---------- ------------------------------------------------------------------------- --


کتاب رایگان در خصوص مدل سری های زمانی منابع آب وسیستمهای زیست محیطی ,را از وب لاگ فوق در اینجا آورده ام تا مطا لعه کنم.
فقط کلیک کنید.


get the free Books :

Time Series Modelling of Water Resources and Environmental Systems

© 2005 Hipel, K.W. & McLeod, A.I.





Toxicity Testing for Assessment of Environmental Agents: Interim Report
Toxicity Testing for Assessment of Environmental Agents: Interim Report  
 

در یافت کتابهای دانلودی از سایتهای ایرانیDownload iranian books

وبلاگ دوست دانشمند و محترم جناب آقای قاسم ترکاشون دانشجوی دکترای آب وهوا شناسی بسیار مفید بود
و من آنرا برای محققین عزیز که در ارتباط با هواشناسی مجبور به مطالعه هستند پیشنهاد میکنم


( IRAN CLIMATOLOGY)


|
Indoor Air Pollution (Handbook of Environmental Chemistry)
Indoor Air Pollution (Handbook of Environmental Chemistry)
by: Peter Pluschke
ASIN / ISBN-10: 3540210989

submitted by: kostasc, 90 days ago
1
Fuel Oxygenates (The Handbook of Environmental Chemistry)   (The Handbook of Environmental Chemistry) 2
Environmental Photochemistry Part II (Handbook of Environmental   Chemistry)
Environmental Photochemistry Part II (Handbook of Environmental Chemistry)
by: Pierre Boule (Editor), Detlef Bahnemann (Editor), Peter Robertson (Editor)
ASIN / ISBN-10: 3540002693

submitted by: grandmaestro, 295 days ago
3
Persistent Organic Pollutants in the Great Lakes (HANDBOOK   OF ENVIRONMENTAL CHEMISTRY)
Persistent Organic Pollutants in the Great Lakes (HANDBOOK OF ENVIRONMENTAL CHEMISTRY)
by: Ronald Hites
ASIN / ISBN-10: 3540291687

submitted by: fungus, 30 days ago
4
The Caspian Sea Environment (Handbook of Environmental Chemistry)
The Caspian Sea Environment (Handbook of Environmental Chemistry)
by: Andrey G. Kostianoy, Aleksey N. Kosarev
ASIN / ISBN-10: 3540282815

submitted by: fungus, 30 days ago

|
Environmental Soil Chemistry
Environmental Soil Chemistry
by: Donald L. Sparks
ASIN / ISBN-10: 0126564469

submitted by: luckylucky, 16 days ago
5
Elements of   Environmental Chemistry
Elements of Environmental Chemistry
by: Ronald A. Hites
ASIN / ISBN-10: 047199815X

submitted by: luckylucky, 120 days ago
6
Environmental Organic Chemistry
Environmental Organic Chemistry
by: Rene P. Schwarzenbach Philip M. Gschwend Dieter M. Imboden
ASIN / ISBN-10: 0471357502

submitted by: design, 477 days ago
7
Environmental Chemistry: Asian Lessons
Environmental Chemistry: Asian Lessons
by: V.N. Bashkin
ASIN / ISBN-10: 1402010044

submitted by: luckylucky, 564 days ago
8
Environmental Chemistry, Seventh Edition
Environmental Chemistry, Seventh Edition
by: Stanley E. Manahan
ASIN / ISBN-10: 1566704928

submitted by: maxxum, 824 days ago
9
Visualizing Chemistry
Visualizing Chemistry
by: Committee on Revealing Chemistry through Advanced Chemical Imaging, National Research Council
ASIN / ISBN-10: 0309097223

submitted by: design, 459 days ago
10
Topics in Current Chemistry, 025, Catalysis 1972
Topics in Current Chemistry, 025, Catalysis 1972
by: Topics in Current Chemistry Editors
ASIN / ISBN-10: 0387055428

submitted by: mars, 574 days ago
11
New Trends in Quantum Systems in Chemistry and Physics -   Volume 2 Advanced Problems and Complex Systems Paris, France, 1999   (Progress in Theoretical Chemistry and Physics, Volume 7)
New Trends in Quantum Systems in Chemistry and Physics - Volume 2 Advanced Problems and Complex Systems Paris, France, 1999 (Progress in Theoretical Chemistry and Physics, Volume 7)
by: European Workshop on Quantum Systems in Chemistry and Physics 1999
ASIN / ISBN-10: 0792367103

submitted by: mars, 742 days ago
12
Environmental Laboratory Exercises for Instrumental   Analysis and Environmental Chemistry
Environmental Laboratory Exercises for Instrumental Analysis and Environmental Chemistry
by: Frank M. Dunnivant
ASIN / ISBN-10: 0471488569

submitted by: rs-, 161 days ago
13
  ==============================================
Science and Judgment in Risk Assessment
Science and Judgment in Risk Assessment
by: Committee on Risk Assessment of Hazardous Air Pollutants, Commission on Life Sciences, National Rese
ASIN / ISBN-10: 0309074908

submitted by: design, 442 days ago

17
In   Vitro Toxicity Testing Protocols (Methods in Molecular Biology, volume   43)
In Vitro Toxicity Testing Protocols (Methods in Molecular Biology, volume 43)
by: C. K. Atterwill
ASIN / ISBN-10: 0896032825

submitted by: econiches, 404 days ago

18
Environmental Life-  Cycle Assessment
Environmental Life-Cycle Assessment
by: Mary Ann Curran
ASIN / ISBN-10: 007015063X

submitted by: titio, 290 days ago

19
Evaluating Chemical and Other Agent Exposures for Reproductive and   Developmental Toxicity
Evaluating Chemical and Other Agent Exposures for Reproductive and Developmental Toxicity
by: Subcommittee on Reproductive and Developmental Toxicity, Committee on Toxicology, Board on Environme
ASIN / ISBN-10: 0309073162

submitted by: design, 436 days ago

20
Risk Assessment for Environmental Health (Public Health/Environmental   Health)
Risk Assessment for Environmental Health (Public Health/Environmental Health)
by: The Association of Schools of Public Health (ASPH)
ASIN / ISBN-10: 0787983195

submitted by: culin, 94 days ago

21
Resolving Conflicts Arising from the Privatization of Environmental   Data
Resolving Conflicts Arising from the Privatization of Environmental Data
by: Committee on Geophysical and Environmental Data, Board on Earth Sciences and Resources, National Res
ASIN / ISBN-10: 0309075831

submitted by: culin, 21 days ago

22
Predicting Chemical Toxicity and Fate
Predicting Chemical Toxicity and Fate
by: Mark T.D. Cronin
ASIN / ISBN-10: 0415271800

submitted by: design, 678 days ago

23
Environmental Epidemiology, Volume 1: Public Health and Hazardous   Wastes
Environmental Epidemiology, Volume 1: Public Health and Hazardous Wastes
by: Committee on Environmental Epidemiology, Board on Environmental Studies and Toxicology, National Re
 
 
آنتوریوم شرزیرانوم
A. Schezerianum
 
http://i29.tinypic.com/2ccxhme.jpg
 
 
 
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Books and Control water quality Datas

----------------------------------------------------------------------------------------------
No.9
 
 
there is some electronice books for download for my user webloge>>
================
اگر کتابهای الکترونیکی زیر رو میخواهید با من تماس بگیرید تا در اولین فرصت براتون بفرستم.البته تعداد این کتابها زیادن, شاید آدرس دسترسی بتون دادم تا دانلودشون کنید.



ELEMENTS OF ENVIRONMENTAL CHEMISTRY
Ronald A. Hites )(Indiana University)

ENVIRONMENTAL LABORATORY EXERCISES FOR INSTRUMENTAL ANALYSIS AND ENVIRONMENTAL CHEMISTRY
FRANK M. DUNNIVANT )(Whitman College)
A JOHN WILEY & SONS, INC., PUBLICATION
)


ENVIRONMENTAL IMPACT ASSESSMENT
Practical Solutions to Recurrent Problems
)(DAVID P. LAWRENCE )(Lawrence Environmental
A JOHN WILEY & SONS, INC., PUBLICATION


 

SAMPLING AND ANALYSIS OF ENVIRONMENTAL CHEMICAL POLLUTION

 

ACOMPLEATE GUIDE

 

EMMA P. POPEK

 


==========================================================


Environmental impact assessment of irrigation and drainage projects



http://www.fao.org/docrep/v8350e/v8350e00.htm

---------------------------------------------------------------------------------------------------------------------------

Soil and Water Research institute logo

Soil and Water Research institute


---------------------------------------------------------------------------------------------------------
The National Salinity Research Center (NSRC
مرکز ملی تحقیقات شوری
http://www.insrc.org




 

ادونتوگلوسم هاریانوم ( O.harryanum )
 
http://i29.tinypic.com/2ccxhme.jpg
 

Some time we just see! and some other time we think more,/ but when we will chenge? after that, the world will chenge? or not,/ what is the most thing that can get together people.Do you know? it

دوشنبه ۱٠ دی ۱۳۸٦ - Siamak gholami | لینک دائم | others massage پيام هاي ديگران () | Add to Del.icio.us  digg this post  add to google bookmarks  add to technorati   add to shadows  

Ideas and News in river and Dams


azalia

 

 

Azalia
=====================
 
Advanced Water Quality Techniques Course
By Judith Rose Burke
Courtesy of Waterose Environmental
Originally published 2002

Abstract:

The development of a strategic water quality monitoring program is based on prioritizing risks to public safety and economic reality. The development of global standardized methods and protocols for automated water quality monitoring would facilitate international communication of water quality information and comparison of standardized methods and protocols. The three primary methods of water quality monitoring include discrete, mechanical and automated. There is a wide body of literature that publishes accepted standardized methods and protocols for discrete and mechanical methods of monitoring water quality. The case example discussed in this paper is based on the Automated Water Quality Monitoring Field Manual of British Columbia, Canada, which includes chlorophyll, conductivity, dissolved oxygen, pH, turbidity and water temperature. Quantitative defined methods and protocols rank the quality of the continuous time-series automated water quality monitoring data. The automated data are verified by a combination of water quality monitoring methods including verification with standard chemical solutions, field analysis and laboratory analysis. Quality assurance and quality control procedures determine the level of the quality of the data. There is a direct relationship between the quality of the data and the cost to obtain that data. Water quality monitoring data is transformed from raw data to finished data for publication to make important decisions that impact public health and public safety.

Introduction:

Strategic planning is essential to designing and implementing an effective water quality monitoring program. Having a strategic water quality monitoring program reduces uncertainty and enhances stability for economic activity. An effective plan must identify objectives, resources, and strategies to attain the objectives. There is a direct relationship between the accuracy of water quality monitoring data and the cost to obtain that information.

The primary objective of water quality monitoring is to deliver clean safe water. Clean fresh water is more precious than gold or oil because water is life.

 

Seven people died and twenty three hundred people became ill in the town of Walkerton, Ontario in May of 2000 because the drinking water became contaminated with a lethal strain of bacteria. This tragedy cost the government of Ontario $65 million to conduct the inquiry; the loss of life and suffering is estimated at an additional $91 million with costs totaling more than $156 million. This tragedy could have been prevented with an effective water quality monitoring program that included the use of continuous automated water quality monitoring.

The applications of water quality monitoring extend beyond the provision of safe clean drinking water. It is essential to monitor water quality in community watersheds that are used by multiple stakeholders and provide aquatic habitat. Water is a natural resource. Other natural resource industries can have an adverse impact on water quality including forestry, mining, and generating hydroelectric power. Water quality monitoring is an effective tool to assess the extent and remediation of contaminated sites, such as a spill zone or an abandoned mine.

The roles and responsibilities of primary stakeholders involved in water quality monitoring vary. The government is responsible to legislate standards, define methods and protocols, and enforce compliance. Industry consumes water, contaminates water, and must comply with standards set by government. The community is concerned with safe potable water and safe recreational water. The private sector provides services to treat and clean water to acceptable standards, to deliver water to consumers, and to monitor water quality. The non-governmental organizations provide volunteer services, monitor the performance of other stakeholders, and increase public awareness.

The water quality monitoring program is based on several factors. Priorities are based on risk. Budgets determine the scope and execution of the plan. Land use determines the variables that need to be monitored. Effective strategies, such as public-private partnerships and cost recovery incentives, can expedite the plan and reduce costs.

The water quality information or ‘data’ is retained as a permanent record, which includes supportive documentation and electronic records or data warehousing.

Water Quality Monitoring Methods:

There are three primary methods of water quality monitoring: discrete, mechanical, and automated. Discrete monitoring is the traditional manual method of taking a single measurement of water quality at the water body or obtaining a sample of water to send to a laboratory for analysis. Mechanical water quality monitoring is the method of leaving a container of sample bottles at the water body that mechanically obtain samples of water, which are later retrieved and sent to a laboratory for analysis. Automated water quality monitoring (AWQM) is the method of placing water quality sensors into the water body, which is continuously measured by the sensors and the information is stored in memory.

Consider this analogy: discrete water quality monitoring is like using a manual typewriter, mechanized water quality monitoring is like using an electric typewriter, and AWQM is like using a computer.

There are three types of AWQM stations: passive, active, and reactive. The passive station measures and records the information. The active station measures and records the information but can perform additional simple tasks, such as transmitting the information or providing information to a voice modem when it is triggered by a remote signal such as an internet inquiry. The reactive station performs the same functions as the passive and active, but has sophisticated programming that responds to the water quality conditions and can take action such as closing a drinking water valve or releasing chemicals to neutralize the water quality conditions.

The optimal water quality monitoring program will adopt the method that is most appropriate to meet the objectives. A combination of methods yields optimum water quality information.

International Water Quality Monitoring Standardized Methods:

Standardized methods and protocols for water quality monitoring are quintessential to obtain water quality information. International, national, and domestic standardized methods and protocols must be inherently based on a common language or set of standardized methods and protocols to facilitate communication and understanding of the information amongst parties. Standardization and harmonization is essential to draw comparisons to analyze which is the optimal method to meet the objectives of the water quality monitoring program.

The published standard methods and protocols for discrete and mechanized water quality monitoring include:

International Standards Organization (ISO). Water Quality Methods. Switzerland;

United States American Public Health Association. Standard Methods for the Examination of Water and Wastewater. USA;
United States Geological Surveys. National Field Manual for the Collection of Water-Quality Data. Techniques of Water - Resources Investigations. USA; and,
Canadian Council on Ministers of the Environment. Canadian Water Quality Guidelines. Canada;
The published standardized methods and protocols for AWQM include:

United States Geological Surveys. Guidelines and Standard Procedures for Continuous Water-Quality Monitors: Site Selection, Field Operation, Calibration, Record Computation, and Reporting. USA; and,

British Columbia Resource Inventory Committee Standards. Automated Water Quality Field Manual. British Columbia, Canada.

AWQM utilizes a combination of discrete methods and automated methods. Discrete methods are integral to automated methods. Mechanized methods could also be incorporated into AWQM methods to optimize water quality information.

Water Quality Monitoring in Canada:
The role of the government to develop standardized methods and protocols for water quality monitoring and enforce those guidelines, is shared between both the federal and provincial government in Canada.

The Constitution Act, 1867 of Canada delineates federal and provincial legislative powers. Section 91 establishes federal jurisdiction over seacoasts and inland fisheries. Section 92 and Section 109 establish provincial jurisdiction over natural resources, which includes water. Both levels of government monitor water resources.

At the federal level, the Department of Environment Canada (EC) and the Department of Fisheries and Oceans Canada (DFO) regulate and monitor water resources.

At the provincial level in British Columbia, several ministries monitor freshwater resources including the Ministry of Forests, Ministry of Water, Land and Air Protection and the Ministry of Sustainable Resource Management (MSRM).

MSRM develops and administers standardized methods and protocols for monitoring the environment and natural resources such as forestry, sensitive habitat, ground water and surface water resources. Automated monitoring standardized methods and protocols are developed for monitoring of water quality, water quantity, and meteorology.

Water Quality Monitoring in British Columbia:

The province of British Columbia is shifting from providing government water quality monitoring services to procuring water quality monitoring services from private industry. This shift towards privatization of water quality monitoring triggered the challenge to develop quantified and measurable standardized methods and protocols to quantify the water quality information obtained. In addition, there must be clearly defined project objectives, project costing, and a mechanism for the provincial government to determine that the project criteria are met. These principles are fundamental to water quality monitoring in British Columbia.

The Development of the AWQM Program in British Columbia:
Hence, a strategic plan was created to develop an AWQM program in British Columbia. The resources available to meet this objective were very limited, so consequently every opportunity was explored to reduce cost expenditures. The primary elements of the plan include: establishing a research and development station to test different equipment and different methods, develop quality assurance and quality control mechanisms, document results, publish results, develop and deliver training, certify private industry, and data warehousing.

The development of standardized methods and protocols is based on ‘normal’ pristine conditions, against which, comparisons are made for deviations from ‘normal’. One would compare water quality at a contaminated site against water quality at a pristine site to determine the measurable environmental impacts. Another option is to measure ambient water quality conditions against defined standards or maximum/minimum allowable concentrations.

The publication of standardized methods and protocols for AWQM in British Columbia is based on scientific methods developed at the research and development station. The research and development station is located on the Sooke River at 48°25’28'N and 123°42’45'W at the southern tip of Vancouver Island, west of Vancouver, Canada and north of Seattle, USA.

The standardized methods and protocols are published for AWQM of the water quality variables: chlorophyll, conductivity, dissolved oxygen, pH, turbidity, and water temperature.

Characteristics of the Study Area:
Vancouver Island is comprised of accreted terranes. The bedrock consists of metamorphic sedimentary and volcanic rock and igneous complex, sandstone, shale and conglomerates. The overlay consists of glacial and fluvial deposition. The dominant soils include brunisols and podzols of porous gravel and quartz sand with a slightly acidic signature. The dominant biogeomatic classification is Coastal Western Hemlock (Tsuga heterphylla), Western Red Cedar (Thuja plicata) and Douglas fir (Pseudotsuga menziesii). The climate is wet maritime with mild wet winters and warm dry summers with a mean annual precipitation of 50 inches or 1300 millimeters and a mean temperature of 48 degrees Fahrenheit or 9.1 degrees Celsius.

The Sooke River watershed area is 150 square miles or 400 square kilometers. The headwaters consist of the Leech River complex and the Sooke Lake, which provides the drinking water for the city of Victoria. Historically, the watershed has been logged and mined. The lower Sooke River lies in a floodplain that is rural residential with homes and small hobby farms. Other stakeholder interests include active timber harvesting, development, and the T’Sou-Ke First Nations.

The mean annual discharge of the Sooke River is 335 cubic feet per second or 9.5 cubic meters per second. The substrate is cobble, boulder and fines. The river supports freshwater fish species and anadromous salmon including Chum (Oncorhynchus keta), Chinook (O. tshawytscha), Coho (O. kisutch), and Steelhead trout (Salmo gairdneri). Wildlife includes deer, bear, cougar, small mammals, raptors such as bald eagles and waterfowl.

The Sooke River AWQM Station Design:

The AWQM station is a passive, angle-bank, deployment design. Other station design options include vertical tube deployment or side channel design. Two equipment system configurations have been deployed. System A, deployed from November 2000 to October 2001, was comprised of a Forest Technology Systems (FTS) data logger, Stevens vented pressure transducer, YSI 600XL multi-sonde that measured conductivity, dissolved oxygen, pH, and temperature, and an analite turbidity sensor with a mechanical wiper arm. System B, deployed in October 2001 and currently in operation, is comprised of a Handar 555 data logger, Stevens vented pressure transducer, YSI 6820 multi-sonde that measures conductivity, dissolved oxygen, pH, temperature and turbidity with a mechanical wiper arm. The data are logged in fifteen-minute intervals and retrieved manually.

The selection of the location of the station must be environmentally representative of ambient environmental conditions. This can be achieved by obtaining discrete water quality measurements of the ambient water quality under the full range of environmental conditions. The selected equipment must be capable of measuring both the normal ambient environmental conditions and the full range of ambient environmental conditions. The AWQM equipment and support equipment is based on the principle of best available technology (BAT); BAT refers to equipment that has been commercially produced and tested to optimum specifications and is available on the open market for a reasonable price.

The Sooke River AWQM Station Operation:

Station operation includes certification, bench testing, verification, and quality control and quality assurance (QA/QC). The AWQM equipment system components must be calibrated and certified by the manufacturer or authorized representative with the exception of dissolved oxygen, which must be calibrated on a regular basis. The AWQM system must be bench tested by the certified water quality monitoring technician prior to deployment. The AWQM sensors must perform within specified criteria, such as within 10% of a certified standard solution, prior to deployment. The certified AWQM technician completes regular visits to maintain the AWQM equipment and to verify the accuracy of the AWQM data that is recorded by the AWQM equipment.

The AWQM data can be verified by three methods, depending on the water quality variable that is being monitored. Not all methods are applicable to all variables. There is a direct relationship between the accuracy and precision of the method and the costs of that method.

First, the performance or drift of the AWQM sensors can be verified by measurements in certified standard solutions. This applies to verification of chlorophyll, conductivity, pH, and turbidity. The sensor must perform within 10% of the standard being measured. The performance of standards varies between manufacturers.

Second, the data of the AWQM sensors can be verified by comparison of measurements of ambient water quality between the AWQM sensors and field measurements by a different field method or a different field instrument. This applies to field comparison measurements of chlorophyll, conductivity, dissolved oxygen, pH, turbidity, and water temperature. The comparison field method of choice depends on the accuracy level of water quality data and is defined for each water quality variable by technical equipment competencies. Even so, the question remains 'Which meter?' Consequently, field meter comparisons are used only as a general comparison. It is prudent to select a field measurement method that is fundamentally different from the principles of operation of the AWQM sensors. For example, dissolved oxygen can be measured using a wide variety of stream-side methods including drop count titration, digital titration, colorimetric analysis, electrochemical meter, and barometric pressure calculations.

Third, the data of the AWQM sensors are verified by obtaining discrete surface water samples for laboratory analysis. This applies to obtaining water quality samples for laboratory analysis for chlorophyll, conductivity and turbidity. A sample is obtained adjacent to the automated water quality monitoring sensors in situ and verifies the data obtained by the AWQM sensors. Another sample is obtained from in situ mid-stream and is used as a measurement to determine if the AWQM are obtaining data that are representative of the environmental conditions of the water body.

The quality assurance and quality control requirements for additional samples such as duplicate samples, field blanks, trip blanks and laboratory blanks vary depending on the desired quality of data. The laboratory results are the primary basis to determine if the AWQM sensors are measuring data that are representative of the environment. The verification of the AWQM data by laboratory analysis is limited to variables that can be measured by laboratory analysis.

The AWQM sensors are vulnerable to specific interferences that may include bio-fouling, physical fouling, signal noise, optic damage, entrained gas bubbles, sunlight spikes, hydrodynamic noise, calibration drift, temperature effects, and power-up interference. Each potential interference must be taken into account in the system design, operation, maintenance, and data management.

Every step in the procedure is fully documented on standardized forms that include AWQM station location and site information, AWQM equipment certification and calibration, AWQM equipment bench testing, AWQM sensor verification (standards, meters, laboratory), and field maintenance visits.


Data Managemen

The management of water quality monitoring data is changing with evolving computer, communications, and internet technologies.

Water quality monitoring data is comprised of individual discrete measurements taken in the field or from laboratory analysis, and AWQM time series data. Historically, the first generation of data management was a manual documented process. The next generation of record management was an autonomous computer based system. The current method is data warehousing, which is the brining together of autonomous computer databases under one umbrella, which is called the data warehouse. The data warehouse integrates environmental data, which includes water quality, water quantity and meteorological data.

The methods used to communicate water quality monitoring data are evolving from a manual method to satellite transmission of the data and everything in-between, which includes electronic retrieval in the field, radio transmission, telephone transmission, and internet technologies.

Internet technologies facilitate the input and retrieval of data to such a level that real time data, which includes both discrete and AWQM time series data, can be transmitted and viewed by using an internet interface.

Data correction transforms the AWQM data from raw time series data to finished data. The process must be documented. The process must rank the quality of the finished data, which reflects the confidence level in the data. The BC AWQM process ranks the AWQM time series data into four categories: A, B, C, and D with Grade A data being the highest quality level of data possible based on the methods used to obtain that data. Recall that there is a direct relationship between the quality of data and the costs to obtain that data. The United States Geological Surveys (USGS) process ranks the data based on percent deviation.

The AWQM time series data can be adjusted in three ways. First, there may be data gaps that must be accounted for. Second, the AWQM time series data may be corrected to account for AWQM sensor drift between regular maintenance and calibration corrections. Third, the AWQM time series data may be corrected to account for an environmental shift correction, which is a process used by the USGS.

Regardless of the details of the corrections to the AWQM time series data, both the raw AWQM time series data and the corrected AWQM time series data are retained in the data warehouse and adjustments are fully documented and accounted for. Uncorrected data must be identified as such. The USGS refers to uncorrected data as provisional data. This is particularly important for real time AWQM time series data that is published on the internet prior to making corrections to the AWQM time series data.

The AWQM time series data must be reviewed, approved, and audited to verity the quality and validity of that data, which is used by government, water quality managers, industry, and the public.

Conclusion:
In British Columbia, the BC MSRM needs to undertake additional research and development to expand the standardized methods and protocols for AWQM of other important water quality variables such as ion specific electrodes for nutrients. The BC MSRM needs to develop and deliver the formal training to the private industry sector that undertakes the water quality monitoring activities. There are no formal legal requirements to use AWQM methods in British Columbia and the government of British Columbia needs to draft and enact legislation to incorporate AWQM methods into water quality monitoring of this valuable resource.

The Government of Canada needs to develop and publish national standardized methods and protocols for AWQM to facilitate communication using a common language and transfer of AWQM data between parties, such as AWQM data for a river that flows through more than one province and is monitored by more than one province.

AWQM is changing how we manage and monitor water. Globally, there are very few government publications about standardized methods and protocols for AWQM. To date, I have received expressions of interest in this work from Australia, Egypt, Switzerland and United States. We need an international conference to encourage scientific experts and governments to establish AWQM standardized methods and protocols for individual countries; otherwise, each country will be developing national standardized methods and protocols for AWQM data autonomously. A global conference would help facilitate transfer of information, experience, and technologies to develop a common language.

Water quality monitoring is evolving with emerging technologies. Population growth increases water consumption and the need for water quality monitoring as demonstrated by the Walkerton tragedy, which cost $156 million.

A strategic plan is quintessential to develop and to deliver an effective and safe water quality monitoring program

 
==================== 
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Data Plotting

 The Box and Whisker - Multiple Parameters plot displays a statistical summary of multiple measured database parameters, at a selected station location. The plot displays the following statistical analyses:
  The minimum measured value;
  Q1: the first (lower) quartile (25th percentile): 25% of the data lie below this value;
  Q2: the second quartile (Median): 50% of the data lie below this value;
  Q3: the third (upper) quartile (75th percentile): 25% of the dat  lie above this value;
  The maximum measured value
 
 Box and Whisker Plot - Multiple Stations - NEW

The Box and Whisker - Multiple Stations plot displays a statistical summary of any measured database parameter, at multiple station locations. The plot displays the following statistical analyses:

 The minimum measured value;
Q1: the first (lower) quartile (25th percentile): 25% of the data lie  below this value;
 Q2: the second quartile (Median): 50% of the data lie below this value;
 Q3: the third (upper) quartile (75th percentile): 25% of the data lie above this value;
  The maximum measured value
 

 
 
Durov Diagrams

The Durov diagram is an alternative to the Piper diagram. The Durov diagram plots the major ions as percentages of milli-equivalents in two base triangles. The total cations and the total anions are set equal to 100% and the data points in the two triangles are projected onto a square grid which lies perpendicular to the third axis in each triangle. This plot reveals useful properties and relationships for large sample groups. The main purpose of the Durov diagram is to show clustering of data points to indicate samples that have similar compositions.

The Durov diagram can be used to plot all samples in the open database or selected sample groups. In addition, the symbols representing the sample values can be customized according to shape and color. Other options include individual multiplication factors for each selected ion to prevent data point accumulation along a base line. The highlighted sample points indicate samples that are selected in the database and are also highlighted on all other open graphical displays.

 

 
Stiff Diagrams


Stiff diagrams are plotted for individual samples as a method of graphically comparing the concentration of selected anions and cations for several individual samples. The shape formed by the Stiff diagrams will quickly identify samples that have similar compositions and are particularly useful when used as map symbols to show the geographic location of different water facies.
 
 
 
 
Wilcox Diagram - NEW

A Wilcox plot can be used to quickly determine the viability of water for irrigation purposes. The Wilcox plot is also known as the U.S. Department of Agriculture diagram. The Wilcox plot is a simple scatter plot of Sodium Hazard (SAR) on the Y-axis vs. Salinity Hazard (Cond) on the X-axis. The Conductivity (COND) is plotted by default in a log scale.
The Wilcox plot has the following sections:
Conductivity (us/cm):
  C1: Low (0-249)
  C2: Medium (250-749)
  C3: High (750-2249)
  C4: Very High (2250-5000)

The SAR values are divided into the following categories:
  S1: Low
  S2: Medium
  S3: High
  S4: Very High
 

  Piper Diagrams

The Piper diagram plots the major ions as percentages of milli-equivalents in two base triangles. The total cations and the total anions are set equal to 100% and the data points in the two triangles are projected onto an adjacent grid. This plot reveals useful properties and relationships for large sample groups. The main purpose of the Piper diagram is to show clustering of data points to indicate samples that have similar compositions.

The Piper diagram can be used to plot all samples in the open database or selected sample groups. In addition, the symbols representing the sample values can be customized according to shape and color. Other options include individual multiplication factors for each selected ion to prevent data point accumulation along a base line. The highlighted sample points indicate samples that are selected in the database and are also highlighted on all other open graphical displays


.Radial Diagrams

Radial diagrams are plotted for individual samples as a method of graphically comparing the concentrations of measured parameters for several individual samples. The shape formed by the Radial diagrams will quickly identify samples that have similar compositions and are particularly useful when used as map symbols to show the geographic location of different water facies
.

================================= 
 
   ENVIRONMENTAL ASPECTS OF HYDRO POWER PLANTS
A watercourse is an ecological system where changes within one component may create a series of spread-effects. For instance, changes in the water flow may affect the quality of the water and the production of fish downstream. Dam barriers may greatly change the living conditions for fish. In addition to the emergence of a major or completely new lake, the dam may divide upstream fish from downstream fish, and block their migration routes.

Environmental changes may be traced far downstream, at times even out into the sea. In the tropics there may be great seasonal variations as to the amount of precipitation, and in dry periods evaporation from lakes and reservoirs may be considerable. This may affect the water level of the reservoirs more dramatically than in temperate areas. The watercourse and its watershed mutually influence each other. The watercourse, for example, may affect the local climate and the ground-water level in surrounding areas. The sedimentation taking place in a reservoir can often lead to an increased erosion downstream, i.e. an increase in the total erosion. Changes in water flow and water level will also lead to changes in the transportation of sediments.
During the construction phase the transport of mud and sediments will be especially large downstream from the construction area. Excavation and tunnelling may lead to greatly reduced water quality and problems for those dependent on the water

.


GROUNDWATER
The groundwater level is important for the ecosystem‘s composition and development of plant and animal species. Groundwater is particularly important as a drinking-water source in most countries. The filling of a reservoir of hydro power plant and the flow of a watercourse are of great importance to the groundwater level and for the feeding of the groundwater reservoirs. A reservoir, together with the changes and variations of the water level caused by its operation, will change the groundwater level in surrounding areas. These areas may in turn influence the quality of the water and the sediment transport of the watercourse as a result of area run-off and erosion.

EXCESSIVE FERTILIZATION
Whenever nutrients are trapped in a reservoir, the result may be excessive fertilisation - eutrophication - in the reservoir. It may lead to an increased growth of algae or large amounts of higher-order aquatic plants. A substantial production of organic matter in the reservoir, or the supply of external organic matter, may cause anaerobic conditions - lack of oxygen - in the deep-water layers.
On the whole, shallow lakes with a large surface area are most at risk, partly because the reserve of oxygen in the deep-water layers is limited in proportion to the productive area in the top layers. In deep, narrow lakes the oxygen content in the deep-water layers will be sufficient to recycle organic matter sinking down, provided there is a regular circulation of the waters. This is not always the case in the tropics. If the watercourse is initially rich in nutrients, the risk of eutrophication will increase.
Evaporation may cause a concentration of nutrients, leading to excessive fertilisation or eutrophication. Tropical soil normally has-a low humus content. This, combined with the great seasonal variations as to the amount of precipitation, and the fact that precipitation often comes in heavy showers, may cause considerable erosion. The transportation of eroded sediments will be halted and deposited in a reservoir. The reservoir’s lifetime may in this way be reduced. Transport of sediments and nutrients tends to play a crucial role in the ecosystem of a watercourse. The population’s utilization of nature and natural resources may be completely dependent on floods and waterborne sediments and nutrients.

TRANSPORT OF NUTRIENTS
A reservoir serves as a trap for nutritious elements and mud flowing in, possibly leading to a considerable reduction of the total transport of nutrients downstream. In addition, the annual variations in supply downstream may undergo changes. This may reduce the biological production all the way to the sea. There are grave examples of marine fishing being impaired in the wake of a major dam development.

FISH
The composition of fish species may be altered, since reproduction for some species may be hindered if the operation involves changes in the water level during the spawning period. Artificial reservoir tends to contain a less varied composition of species than a natural lake. Changes in the water flow and water-flow pattern may radically alter nutrient and spawning conditions downstream. The primary production as well as the direct accessibility of nutriment for fish will change. Changes made to the downstream floods, as a result of water control, may be decisive. At dam and turbine outlets a surfeit of gas may occur, principally of nitrogen, which can cause death among fish.

Some hydro power plants are equipped with fish ladders.

FLORA AND FAUNA
Submerging and water-flow changes, moreover, will lead to changes in the fauna and vegetation beyond the watercourse as such. Large reservoirs will exert a considerable direct impact on the flora and fauna of the hydro power plant area through submerging the area permanently or periodically. Animals may to some extent move to new habitats beyond the reservoir area, provided that suitable conditions are to be found. But normally the types and species of nature existing in areas being submerged must be considered as lost.
It is difficult to predict in general terms how changes beyond the submerged area will turn out. Local climatic changes and changes to the ground-water level may affect the flora and fauna. Valuable types and species of nature may be lost. A general activity increase in the area, such as traffic, noise etc., may also affect the fauna in a negative way. This especially pertains to the construction period.
Further, a reduced water flow or changed flow pattern downstream may influence the flora and fauna. The effects may be direct ones in that the flora and fauna react to the water flow, or the effects may be indirect owing to changes in the ground-water level and the transport of nutrients.

POPULATION MOVEMENTS
Large hydro power plants with dams require large reservoir and discharge areas. Many people have to be evacuated to make room for these areas. This could lead to a completely new situation for people who have lived in a relatively small, protected environment. Housing, land distribution, working conditions and way of life may change radically. The impacts will depend upon the size and location of the project. With major dam developments they can be serious.
Social consequences are likely to arise if the population concerned should be pressured into settling down in, or exploiting, more marginal and ecologically vulnerable areas than the ones they have traditionally utilized. These impacts may further aggravate their situation. Such indirect environmental effects can cause considerable ecological problems, with consequences for the entire project area.
Indigenous groups affected by hydropower development may be particularly deprived. Their principle socio-cultural conditions together with their traditional connection to land, water and other natural resources, tend to make them unadaptable to changes and new activities. The size of many hydropower projects and the rapid alterations in ecological conditions that may arise, usually allow little room for readjustment. The transfer of indigenous groups may endanger their entire cultural system. Such minorities are particularly exposed, as they tend to have little political influence and possibility of securing their own interests.
As a whole, the consequences of dam development can involve great damage to traditional ways of life and cultural expressions. Changes in terms of social, economic and religious organisation can create a series of indirect social impacts which are difficult to foresee during the planning of the project. Cultural landscapes, ancient monuments, holy places, burial grounds etc. are often areas and objects of great importance to a local population’s cultural activities. Should such areas and objects be affected by a project, the cultural identity of the population might be at risk
 
THE MIGHTY WHALE
The Marine Science & Technology Centre of Japan launched the world’s largest offshore floating wave power device in July 1998, and the full-scale prototype will be tested until the year 2000.
This floating device, called the Mighty Whale, converts wave energy to electricity. The device measures 50 metres long by 30 metres wide, and uses waves in the Pacific Ocean to drive three air turbines (one with a rated output of 50 kW + 10 kW and two of 30 kW) on board the platform, to generate 120 kW of electricity. 
 
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news and idea in persian language
its special to Iranian
خبر و نظرها
1-خبر: خوزستان صبح امروز لرزید (کد خبر: ۴۴۰۰۲ تاریخ: ۲۲ دی ۱۳۸۶ )
زلزله 8/3 ریشتری ساعت 9 و 58 ثانیه صبح امروز حوالی منطقه حسینیه در خوزستان را لرزاند. )سایت خبری فردا
فارس: زلزله 8/3 ریشتری ساعت 9 و 58 ثانیه صبح امروز حوالی منطقه حسینیه در خوزستان را لرزاند.

با توجه به اطلاعات واصله از مرکز لرزه نگاری جنوبی وابسته به مرکز ژئوفیزیک دانشگاه تهران، این زمین لرزه در عرض شمالی 32/66 و طول شرقی 48/05 این منطقه رخ داد.

یادآور می‌شود، تاکنون گزارشی از خسارات و تلفات احتمالی گزارش نشده است .
2- نظر: من موقعیت گزارش شده را در روی تصویر ماهواره ای دیدم.
این سد بزرگ ثمره تلاش مردان بزرگ است. طول تاج آن بیش از 3 کیلومتر است. مخزن آن بیش از 7 میلیارد متر مکعب ظرفیت دارد. بزرگترین سد خاور میانه است
و لی متاسفانه فقط یکی از اثرات زیست محیطی اون کم کم داره خودشو نشون میدهد.

بازم احتمالا افزایش بارش (باران و برف) سبب افزایش وزن زیاد حجم مخزن سد کرخه و محیط اطراف آن شده و در نتیجه این تنش سبب حرکت گسلهای فعال منطقه شده است.
باید دید سیستم مدیریت وزارت نیرو انقدر هوشیار است که هشدار و پیش بینی های لازم را به سایر مناطق کشور که در این روزها در معرض استرس ناشی از وزن و نفوذ بارش سنگین برف و باران هست آیا آمادگی لازم برای مقابله با زلزله در مناطق مسکونی را دارد یا خیر؟

ثمره تلاش مردان بزرگ باز نیز به بار خواهد نشست و نیروگاه اتمی درخوین در (شعاع وفاصله نه چندان زیادی) ساخته خواهد شد امید وارم این مردان با درایت و توجه به خطرات زیست محیطی آن اقدام به ساخت در این مکان کنند.یا حداقل اثرات زیست محیطی اون را کم کنند ,
تا بعدا خودشو نشون ندهند,
با توجه به مطالب فوق لطفا پاسخ دهید مرجع رسیدگی در کشور کجاست؟
و چه کسی مسئول است؟


  


ادونتوگلوسم پولشلوم ( O.pulchellum )
=================================================================
شاید یکی بعدا از این مطالب درست استفاده کنه .

۱- از سال ۵۹ تا ۷۹ یعنی بیست سال تمام مخزن سد سفید رود تخلیه رسوبات می شد که اگر خواستید براتون می نویسم ولی تا سال ۷۶ کسی خیلی به اثرات زیست محیطی اون واقف نبود و لی کم کم سرو صداها بلند شد و اولین اونهاهم سیل و تخریب زمینهای کشاورزی حاشیه رودخانه بود بعدهم نابودی آبزیان و جلوگیری از تخم ریزی ماهیها .

 

الف - میدونید در خرداد ماه هر سال که مخزن پر از آب می شد یک زلزله خفیف (القائی ) رخ می داد و در سال ۶۸ یعنی پس از ۹ سال از رسوب زدائی (شاس) زلزله بزرگ رود بار با ۴۰۰۰۰ کشته روی داد یعنی گسل رود بار با این زلزله القائی فعال شده بود .!

 

ب- میدونی تا قبل از سال ۷۹ چرا هوای تهران فقط در زمستان ها آلودگی شدید داشت واعلان حالت بحرانی می شد ؟ همین رسوب زدائی مخزن سد سفید رود بود بود !

 

ج- می دونی چرا دیگه بانک جهانی دیگه برای ساخت سد های بزرگ وام نمی دهد؟

 

........................................................................ 
 
 
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