Duration: 110 dk. (30p): Water demand of a city with 10.000 population is supplied from a well tapped into an unconfined aquifer as seen in Figure. Water comes from sides and bottom of the well. If Sopt is 1.5 m: a) Determine the optimum flowrate and well diameter. b) Find required of number wells to supply water demand of this city. Determine the drawdown in a single well. What is the minimum distance between wells? GWT Well H = 10 Standard Drilling Diameters: 50cm, 100cm, d=? 75cm, meanqday 100 /day/capita, k=0.0004 m/s, a-0.25. Impermeable stratim H -h Q = ak R In nd A= +andh, 4 V R=3000s k %3D max 15
Duration: 110 dk. (30p): Water demand of a city with 10.000 population is supplied from a well tapped into an unconfined aquifer as seen in Figure. Water comes from sides and bottom of the well. If Sopt is 1.5 m: a) Determine the optimum flowrate and well diameter. b) Find required of number wells to supply water demand of this city. Determine the drawdown in a single well. What is the minimum distance between wells? GWT Well H = 10 Standard Drilling Diameters: 50cm, 100cm, d=? 75cm, meanqday 100 /day/capita, k=0.0004 m/s, a-0.25. Impermeable stratim H -h Q = ak R In nd A= +andh, 4 V R=3000s k %3D max 15
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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