• HW1// Route the flood hydrograph indicated below through a reservoir. The storage (elevation versus volume) data obtained from the reservoir survey are given. The spillway has the following characteristics: 1. Flow = 3LH 3/2 2. Length = 70 ft 3. Crest height = 60 ft Hydrology • Flood Routing • Reservoir Routing • HW1// Prepared by Dr Nabil Al Amery Inflow Time (hr) Flow (cfs) 0 0.4 0.8 1.2 1.6 2 2.4 2.8 3.2 3.6 0 600 2100 2500 1600 950 550 300 80 0 4th year civil engineering class Storage Date Elevation Storage (ft) (acre ft) 60 833333 61 62 63 64 65 300 330 360 395 430 470
• HW1// Route the flood hydrograph indicated below through a reservoir. The storage (elevation versus volume) data obtained from the reservoir survey are given. The spillway has the following characteristics: 1. Flow = 3LH 3/2 2. Length = 70 ft 3. Crest height = 60 ft Hydrology • Flood Routing • Reservoir Routing • HW1// Prepared by Dr Nabil Al Amery Inflow Time (hr) Flow (cfs) 0 0.4 0.8 1.2 1.6 2 2.4 2.8 3.2 3.6 0 600 2100 2500 1600 950 550 300 80 0 4th year civil engineering class Storage Date Elevation Storage (ft) (acre ft) 60 833333 61 62 63 64 65 300 330 360 395 430 470
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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