CEE 371 |
Fall 2009 |
Covering lectures #1-41; notice that some lectures are skipped; topics and readings below:
Topics |
Text |
Lecture |
Assignments |
Water Demands & forecasting · Typical water use patterns · Fire flows · Costs |
161-170 |
||
|
|
||
Hydraulics of Water Systems · Conservation of mass and energy · Bernoulli equation · Hydraulic grade line, energy grade line · Darcy-Weisbach & Hazen-Williams equations |
93-103 |
||
Transmission Mains · Pipe materials, sizing considerations, appurtenances · Pumps and pump curves · Pump head and system head · Power equation |
103-112 |
||
Cost estimation · Capital vs operating · Components of capital costs · CCI and CRF |
|
||
Distribution Systems · Basic design & components · Equivalent pipe method: parallel, series · Principles of network analysis, mass balance at nodes & headloss in loops · Hardy-Cross method |
113-120 173-179 |
||
· System storage · Mass diagram method · Special distribution system design considerations · Valves |
179-204 |
||
Water & Wastewater Quality and regulations · Water quality parameters, definitions · Alkalinity, hardness, oxidant demand, etc · Water Quality standards, types of standards, primary, secondary ,etc. · Surface Water Treatment Rule · Surface water quality management |
139-158 |
|
|
General Drinking Water Treatment · Regulations that control DWT · Typical Surface Water Process Trains · Groundwater treatment · Major water quality concerns for surface & groundwater |
209-210 242-249 |
|
|
Disinfection, Disinfectants & DBPs · Chick-Watson Law, specific lethality · Ct concept · Tracer studies, t10 · Types of disinfectants, role of pH, temp, etc. · Chlorine demand, breakpoint chlorination · Free, combined, total chlorine · Types of DBPs, regulations · Ozone, chlorine dioxide, UV |
233-249 259-262 416-418 |
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Coagulation, rapid mix & flocculation · Colloidal stability, role of NOM · Major coagulants, aluminum chemistry · Rapid Mix design, energy · Flocculation design, G and Gt concept |
210-213 225-229 |
||
Settling and DAF · Basic design & components · Theory of discrete settling, Stokes equation · Other types of settling · Clarifiers; regular & high rate, pre-engineered systems · DAF |
213-216 |
17, |
|
Filtration · Types of filtration · Media characteristics, filter design ,underdrains · Theory of deposition in filters · Backwash · Clean bed headloss, headloss development |
217-225 |
||
Softening · Softening chemistry, stoichiometry · Types of processes, flow diagrams |
250-255 |
|
|
Fe/Mn & Corrosion · Approaches to Fe/Mn control, stoichiometry · Catalytic filtration · Pipe corrosion, theory, corrosion products, chemicals for corrosions control · Lead problem |
255-259 |
|
|
Special topics · Taste & odor: sources, control · SOCs, regulations, controls · Fluoride · Ion exchange, arsenic · Adsorption, GAC |
229-233 262-266 |
|
|
Membrane filtration & residuals · Types of membranes, flow diagrams, performance · Types of residuals, sludge processing technologies |
266-274 275-283 |
|
|
WTP Field Trip · Atkins WTP, design, operation |
handout |
|
|
·
Water
Plant Residuals (cont.) ·
Operations |
293-309 |
|
|
III. Wastewater Treatment
·
Wastewater
characteristics, overview |
311-326 |
||
·
Sewer
design |
329-359 |
|
|
·
Pretreatment
& pumping |
359-374 |
|
|
·
Sedimentation |
374-381 |
|
|
·
Biological
principles & Biological filtration |
381-392 |
|
|
·
Biological
Aeration ·
Activated
sludge Models I |
392-406 406-414 |
||
·
Activated sludge models II, ·
stabilization
ponds |
406-414 |
|
|
·
Disinfection
·
Residuals |
414-419 |
|
|
·
Sludge
treatment ·
Biosolids |
438-453 |
|
|
·
Field
trip (Amherst WWTP) |
|
|
Closed Book, three sheets of notes allowed
The total potential number of points is 100. Show all work. Be neat, and box-in your answer.
Conversions
7.48 gallon = 1.0 ft3 1 gal = 3.7854x10-3
m3
1 MGD = 694 gal/min =
1.547 ft3/s = 43.8 L/s
1 ft3/s = 449
gal/min
g = 32 ft/s2
W= = 62.4 lb/ft3 = 9.8 N/L
1 hp = 550 ft-lbs/s = 0.75 kW
1 mile = 5280 feet 1 ft = 0.3048 m
1 watt = 1 N-m/s
1 psi pressure = 2.3 vertical feet of water (head)
At 60 ºF, ν = 1.217 x 10-5 ft2/s