T t +1. Flow 3LH 3/22. Length = 70 ft3. Crest height = 60 ftHydrologyHW1// Route the flood hydrograph indicated below through areservoir. The storage (elevation versus volume) data obtained fromthe reservoir survey are given. The spillway has the followingcharacteristics:• Flood Routing• Reservoir Routing• HW1//(1=புர்|||Prepared by Dr Nabil Al AmeryInflowTime (hr) Flow (cfs)00.40.81.21.622.42.83.23.60600210025001600950550300800فلاترO4th year civil engineering classStorage DateElevation Storage(ft)(acre ft)606162636465300330360395430470×إضافة شرح...>mum

Given, Flow=3LH 32 L=70 ft Crest height=60 ft To determine, Route the flood hydrograph

• 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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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