Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Storm Sewers and Detention
The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.
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i li. In. NI O 1:01 واجب الترسیب. . . . > QI:- Design a settling tank for a flow of 0.2 MGD if the overflow rate is not to exceed 600 gpd/n, Calculate dimensions the tank is circular with a depth of 12 ft. Calculate dimensions if the tank is rectangular with a depth of 10 fi and a length to width ratio of 4 to 1 Q2:- The settling velocity of alum floc is approximately 0.0014 fl/s in water at 10° C. Calculate the equivalent overflow rate in gpd/ft2. What is the minimum detention time in hours to settle out alum floc in an ideal basin with a depth of 10 ft? Q3:- Two rectangular clarifiers, cach 30 ft long, 15 ft wide, settle 0.40 MGD following alum coagulation. The effluent channels have a total weir length of 60 ft. Calculate the detention time, horizontal velocity, rate of flow over the outlet weir. Do these values meet the GLUMRB Standards for water works? Q4:- Calculate the diameter and depth of a circular sedimentation basin for a design flow of 3800 m3/d based on an overflow rate of 0.00024 m/s and a detention time of 3 hr II >
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Transcribed Image Text:i li. In. NI O 1:01 واجب الترسیب. . . . > QI:- Design a settling tank for a flow of 0.2 MGD if the overflow rate is not to exceed 600 gpd/n, Calculate dimensions the tank is circular with a depth of 12 ft. Calculate dimensions if the tank is rectangular with a depth of 10 fi and a length to width ratio of 4 to 1 Q2:- The settling velocity of alum floc is approximately 0.0014 fl/s in water at 10° C. Calculate the equivalent overflow rate in gpd/ft2. What is the minimum detention time in hours to settle out alum floc in an ideal basin with a depth of 10 ft? Q3:- Two rectangular clarifiers, cach 30 ft long, 15 ft wide, settle 0.40 MGD following alum coagulation. The effluent channels have a total weir length of 60 ft. Calculate the detention time, horizontal velocity, rate of flow over the outlet weir. Do these values meet the GLUMRB Standards for water works? Q4:- Calculate the diameter and depth of a circular sedimentation basin for a design flow of 3800 m3/d based on an overflow rate of 0.00024 m/s and a detention time of 3 hr II >
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