water treatment ce 326 principles of environmental engineering department of civil, construction and...
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Water TreatmentWater Treatment
CE 326 Principles of Environmental EngineeringCE 326 Principles of Environmental Engineering
Department of Civil, Construction and Environmental EngineeringDepartment of Civil, Construction and Environmental Engineering
Iowa State UniversityIowa State University
March 3, 2008March 3, 2008
Tim Ellis, Ph.D., P.E.Tim Ellis, Ph.D., P.E.
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Fig 4-8:Fig 4-8: Flow Diagram of conventional surface Flow Diagram of conventional surface water treatment plant (“filtration plant”)water treatment plant (“filtration plant”)
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Fig 4-8:Fig 4-8: Flow diagram of water softening plant Flow diagram of water softening plant
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Coagulation = Charge reductionCoagulation = Charge reductionFlocculation = Contact of particlesFlocculation = Contact of particles
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Fig 4-10:Fig 4-10: Effect of salt on electric potential Effect of salt on electric potential
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Fig 4-11:Fig 4-11: Effect of valence on electric potential Effect of valence on electric potential
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Fig 4-13:Fig 4-13: results from jar test results from jar test
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Alkalinity in CoagulationAlkalinity in Coagulation
Needed to neutralize acid formedNeeded to neutralize acid formed
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Paddle Mixer DetailsPaddle Mixer Details
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Paddle Mixers in Left Chamber Paddle Mixers in Left Chamber and Flocculators in Right Two Chambersand Flocculators in Right Two Chambers
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Fig 4-35:Fig 4-35: Settling in an upflow clarifier Settling in an upflow clarifier
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Fig 4-32:Fig 4-32: Zones of sedimentation on a horizontal flow Zones of sedimentation on a horizontal flow clarifierclarifier
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Q
VQ
V
h
time
depthvs
h
time
depthvs
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V
hQ
QVh
vs V
hQ
QVh
vs
wlhhQ
vs wlhhQ
vs
os vA
Qv os v
A
Qv
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Fig 4-37:Fig 4-37: Partial solids removal in ideal sedimentation tank Partial solids removal in ideal sedimentation tank
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o
s
v
vP 100
o
s
v
vP 100
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Let’s say vLet’s say v00 = 0.20 mm/s = 0.20 mm/s
What % removal for particles with settlingWhat % removal for particles with settlingvelocity = 0.15 mm/s?velocity = 0.15 mm/s?
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%7520.0
15.0100 P %75
20.0
15.0100 P
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Fig 4-43:Fig 4-43: Typical gravity filter box Typical gravity filter box
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Fig 4-44:Fig 4-44: Operation of rapid sand filter Operation of rapid sand filter
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Manual Control Panel in Water Treatment PlantManual Control Panel in Water Treatment Plant
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Lime slaker and feed system.Lime slaker and feed system.
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Upflow solids contact tank. Upflow solids contact tank. Effluent weir on right.Effluent weir on right.
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Settling tank with radial weirsSettling tank with radial weirs
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Rapid sand filter with exposed under drain block.Rapid sand filter with exposed under drain block.Wash water troughs run from left into gullet on right. Wash water troughs run from left into gullet on right.
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Rapid sand filter with water level just below backwash Rapid sand filter with water level just below backwash troughs. Note iron stain at high water line.troughs. Note iron stain at high water line.
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Rapid sand filter during filtration.Rapid sand filter during filtration.Reflection shows water level above gullet and backwash troughs.Reflection shows water level above gullet and backwash troughs.
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Rotameter used to measure flowrate of gaseous chlorine into Rotameter used to measure flowrate of gaseous chlorine into water.water.
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Hydrofluorosilicic acid drum and pump metering system for Hydrofluorosilicic acid drum and pump metering system for feeding fluoride into water.feeding fluoride into water.
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Softening sludge lagoon. Winter view shows ice (light blue) Softening sludge lagoon. Winter view shows ice (light blue) where supernatant water is stnading.where supernatant water is stnading.
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Overview of water treatment plant showing sludge lagoons Overview of water treatment plant showing sludge lagoons and building housing treatment facilities.and building housing treatment facilities.