B. Theoretical surface of peizometrically pooled water.

Similar documents
Lecture 4 CE 433. Excerpts from Lecture notes of Professor M. Ashraf Ali, BUET.

WATER QUALITY ENGINEERING

Lecture 6 CE 433. Excerpts from Lecture notes of Professor M. Ashraf Ali, BUET.

Module 11 : Water Quality And Estimation Of Organic Content. Lecture 13 : Water Quality And Estimation Of Organic Content

Module 11 : Water Quality And Estimation Of Organic Content. Lecture 14 : Water Quality And Estimation Of Organic Content

Lecture 5: River Water Quality

Lafayette College Department of Civil and Environmental Engineering

Scavenger2000 s Technology

WASTEWATER TREATMENT

Water Pollution. Chapter 20

Course: Wastewater Management

Lecture 3 CE 433. Excerpts from Lecture notes of Professor M. Ashraf Ali, BUET.

WASTEWATER 101 Fo r MOWA

Overview of Chapter 21

Water Pollution. And Humans are 70% Water! A. Facts 1. 71% of the Earth s surface is water I. Water and the Planet Earth

Water Quality. CE 370 Lecture 1. Global Distribution of Earth s s Water

American Water College 2010

Overview of Chapter 21

Hydrology and Water Quality. Water. Water 9/13/2016. Molecular Water a great solvent. Molecular Water

Hydrology and Water Quality. Water. Water 9/11/2018. Molecular Water a great solvent. Molecular Water

Causes. Release of waste water from drains or sewers (toilets, washing machines, and showers) and include human wastes, soaps and detergents.

DO is one of the most important constituents of natural water systems; as fish and other aquatic animal species require oxygen.

Lafayette College Department of Civil and Environmental Engineering

CE 370. Wastewater Characteristics. Quality. Wastewater Quality. The degree of treatment depends on: Impurities come from:

Case Study. BiOWiSH. Aqua FOG. Biological Help for the Human Race. Bioremediation Improves River Water Quality, Sungai Merlimau, Malaysia

Module 1: Introduction to Wastewater Treatment Answer Key

BAE 820 Physical Principles of Environmental Systems

Nutrient Cycling in an Aquatic Ecosystem

BASICS OF WASTEWATER TREATMENT

Appendix B Wasteload Assimilative Capacity Analysis

POLLUTANTS: HOW MUCH TOTAL OR HOW MUCH PER UNIT OF WATER?

Water Pollution & Quality. Dr. Deniz AKGÜL Marmara University Department of Environmental Engineering

Water Chemistry. Water 101

Contaminants that may be present in source water include:

We used these results to calculate the Water Quality Index (WQI) using this formula:

Science Enhanced Scope and Sequence Grade 6. Water Quality

Basic knowledge of Wastewater

Groundwater Flow Demonstration Model Activities for grades 4-12

Southwood Community s Public Water Supply. Consumer Confidence Report 2014

WASTEWATER DEPARTMENT. Bentonville Wastewater Treatment Plant Facts:

BOD(t) is the instantaneous concentration of BOD (recall, BOD(t) = BOD as modeled in the previous assignment. and t is the time in days.

FACT FLASH. 5: Groundwater. What is groundwater? How does the ground store water? Fact Flash 5: Groundwater

Biological Help for the Human Race. River Remediation. Case Study. Sungai Merlimau, Malaysia. About BiOWiSH Aqua FOG. Background.

Water Pollution. Objective: Name, describe, and cite examples of the eight major types of water pollution.

Wastewater Terms for Permit Applications

BOD(t) is the instantaneous concentration of BOD (recall, BOD(t) = BOD *e ) as modeled in the previous assignment. t is the time in days.

Lecture 6: River water quality

Water Pollution. Water Pollution: Two Main Causes: Two Types of Sources. Iron Mine Pollution. Oil leak into bay

Little Cypress Bayou Special Study - Subwatershed 1.10

Rock Springs Community - NTUA Annual Water Quality Report

Where does drinking water come from?

Aquatic Science Unit 2. Water Quality and Water Pollution

Modeling Surface Water Contamination

Annual Drinking Water Quality Report

Wastewater Pollutants & Treatment Processes. Dr. Deniz AKGÜL Marmara University Department of Environmental Engineering

Water Pollution and Water Quality (Nazaroff & Alvarez-Cohen, Sections 6.A and 6.B) (with additional materials)

2015 Consumer Confidence Report

2016 U.S. Army Garrison- Rock Island Arsenal Consumer Confidence Report For the Period from 01 January to 31 December 2016

Haddon Township Water Department PWSID#: Welcome to the 2017 Water Quality Report

Wastewater Treatment Processes

Results. # Sites Over AL. Units

The rest of this article describes four biogeochemical cycles: the water cycle, carbon cycle, nitrogen cycle, and phosphorous cycle.

CONSUMER CONFIDENCE REPORT

customer confidence report

The difference in unit processes for a traditional on-lot wastewater treatment system compared to the AdvanTex Treatment System

Streamside Management. How the area around your pond effects the water.

2017 Consumer Confidence Report (CCR)

Results. # Sites Over AL. Units

Water Quality Testing

Wastewater Treatment and Recycling Prof. Manoj Kumar Tiwari School of Water Resources Indian Institute of Technology, Kharagpur

Results. # Sites Over AL. Units

Assoc. Prof. Kozet YAPSAKLI

2009 Annual Drinking Water Quality Report

Pueblo Water 2017 Water Quality Report

Results. Over Units. Likely Source of Contamination Copper Sampled

DE PWS ID# DE , 2018 (RE:

2015 Annual Drinking Water Quality Report

Annual Drinking Water Quality Report

UNIT - 2 STREAM QUALITY AND ITS SELF PURIFICATION PROCESS

Wastewater Treatment. Where does wastewater go when it leaves your house?

TEST, or

THE BLUE PLANET SATELLITE IMAGE OF OUR PLANET WHAT ARE YOUR HAPPIEST ME MEMORIES THAT INCLUDE WATER?

CARLYLE LAKE WATER QUALITY REPORT. for

City of Clare Municipal Water System 2017 Drinking Water Quality Report

2016 Water Quality Report for City of Lowell and Lowell Charter Township

Southwood Community s Public Water Supply. Consumer Confidence Report 2015

Acidity and Alkalinity:

WASTEWATER MANAGEMENT IN SMALL COMMUNITIES

Resources that can be replaced, given a sufficient amount of time. Nonrenewable Resources: Food, oxygen, wood, wind, water.

CITY OF LONDON ENVIRONMENTAL & ENGINEERING SERVICES WASTEWATER TREATMENT OPERATIONS DIVISION

Tackling Non-point Source Water Pollution in British Columbia

Continuous records for the Chariton River indicate that 2004 was an average water year, with total flow approximately equal to the average annual

TEKS Lesson 7.8C: Effects of Human Activity on Surface Water and Groundwater

Chapter 2. In less developed countries, and in almost any country in time of war, water-borne diseases remain a major public health threat.

CITY OF OTTAWA 2015 CCR REPORT

Village of Bridgeport. Consumer Confidence Report

CITY OF OTTAWA 2014 CCR REPORT

Annual Drinking Water Quality Report. Sources of Drinking Water

Transcription:

CE 310 Sample Second Midterm Spring 20XX Closed Book/Closed Note Portion B.A. DeVantier Matching. (2 points each) Put the letter of the description on the right which best describes one of the terms on the left. No letter may be used more than once. _K Carbonaceous BOD _C Nitrogenous BOD A. Saturated soil region above GWT. B. Theoretical surface of peizometrically pooled water. _A Capillary fringe C. Water pollutant measurement of biologically oxidizeable organic nitrogen or ammonia. _J Vadose zone D. Sum of organic nitrogen and ammonia measured as N. _N Nonvolatile Dissolved E. in a water sample due to grit and soil particles. _G Volatile Suspended F. Detectable toxicity dose. _H Volatile Dissolved G. in a water sample due to bacterial cells. _E Nonvolatile Suspended H. in a water sample due to dissolved organic solvents. _B GWT I. Toxicity dose just below the threshold dose _O Aquifer _D TKN _I NOAEL _F LOAEL _L RfD _M HI J. Unsaturated soil region above the level of capillary rise of water. K. Water pollutant measurement of biologically oxidizeable organics with nitrification suppressed. L. Toxicity dose well below the threshold by a safety factor. M. Cumulative sum of toxicity dose ratios relative to established standards. N. in a water sample due to salts in solution. O. Underground body of water. Multiple Choice. (2 points each) Circle the letter of the phrase which best completes each sentence below. 1. The sun is related to trophic levels because A. it is a producer. B. it represents the highest trophic level. C. it drives all of the cycling of materials important to life. D. all life is destroyed as it nears the sun. 2. A chemical which inactivates ammonia is added in a standard five-day BOD test to A. add DO to be sure there is enough. B. block production of ammonia that is a product of aerobic microbial metabolism. C. suppress nitrification consumption of oxygen. D. kill bacteria in the sample.

3. A bioaccumulated (or bioconcentrated) substance moves A. from the lowest trophic levels to the highest in the food chain. B. downstream in a river ecosystem. C. from the largest organisms to the smallest in an ecosystem. D. from the highest trophic levels to the lowest in the food chain. 4. Deoxygenation in an oxygen sag curve is due to A. turbulent eddies in a river constantly bringing water to the air at the river s surface. B. chemicals from agricultural pesticide use in runoff to a river. C. a lack of oxygen on a river bottom. D. aerobic organisms consuming biodegradable organics discharged to the river. 5. The time of concentration of a watershed is A. the time it takes to remove a contaminant in a watershed to the DWEL. B. the focal point in time of storm precipitation intensity falling onto the watershed. C. the time it takes precipitation runoff to travel from the most remote watershed point. D. all of the cumulative runoff flowing out of a watershed area. 6. Oxygen sag occurs in a river due to an oxygen depleting discharge, because A. oxygen is added by aeration faster than it is depleted. B. no oxygen is added by reaeration. C. dissolved oxygen is depleted faster than aeration adds it. D. saturation dissolved oxygen decreases. 7. The worst case condition for oxygen sag with regard to temperature is high temperature, because A. deoxygenation rates decrease. B. reaeration rates increase. C. saturation dissolved oxygen is decreased. D. all of the above. 8. A water sample s ultimate BOD A. is equal to its nitrogenous BOD. B. is less than its five-day BOD. C. is greater than its five-day BOD. D. can be a negative value. 9. Producer organisms A. heat up the atmosphere. B. tend to convert matter from biotic form to abiotic forms. C. tend to convert matter from abiotic form to biotic forms. D. create dead ends in natural cycles. 10. E. coli are used as indicator organisms, because A. they have an indicative color. B. they are so rare that their presence indicates a problem. C. they exist in large numbers in the intestines of humans& might mean fecal contamination. D. they can cause terrible disease when present in undercooked meats.

CE 310 Sample Second Midterm Spring 20XX Open Book/Open Note Portion B.A. DeVantier Problem 1 The USEPA drinking water standard for arsenic is 10 ppb. Estimate the additional risk for females consuming water at this limit for a lifetime exposure of 75 years, and translate that risk into the number of additional cancers per million women.

Problem 2 (15 points) A lab technician is surprised by higher than usual BOD5 results for the effluent of a sewage treatment plant at a level of 26 mg/l. After some investigation the technician finds that the thermostat in the BOD incubator has malfunctioned, and the temperature of the test had been held at a higher level than the standard of 20 C. If the technician was expecting a BOD5 of 20 mg/l, and he knows that the first order BOD rate constant at 20 C is 0.23 day -1 for this water, use the first order BOD model and the temperature correction factor to estimate the temperature that the incubator had improperly held.

Problem 3 (20 points) A river flowing at 4 mi/day and 25 ft 3 /s receives a flow of 0.1 ft 3 /s leaking from a syrup storage tank at a factory next to the river. The ultimate BOD of the of the syrup is 3000 mg/l. The stream temperature of 25 C is not affected by the small flow of the leak nor is the dissolved oxygen level of the stream of 7 mg/l. What is the dissolved oxygen in the stream 6 miles downstream of the leaking flow if we know that the river before the leak point has an ultimate BOD of 1 mg/l and the deoxygenation rate constant is 0.3 day -1 and the reaeration rate constant is 0.25 day -1 at the river temperature?