(a) Route the inflow hydrograph given below through a reservoir. The storage data (surface elevation versus storagevolume) for the reservoir are also given below. The spillway discharge is expressed by the equation (Q = 3 LH2). Thecrest height of the spillway is 50 ft. and the length of the spillway is 35 ft.Inflow Hydrograph:Time (days)Inflow (ft/s) 0 70 185 3600 0.5 11.5|2 2.5 3.0 3.5 4.0480 300 165 80 0Storage Data:Elevation (ft.)Storage (acre-ft.)50.0 50.5 51.0 51.5 52.0 52.5 53.0 53.5231 247 277 313 353 400452509(b) A simple reservoir has a linear storage indication curve defined by Q/2 =S/At, where At 1.0 hr. If S at 8 A.M. is zerof/s-hr, use the continuity equation to route the following hydrograph through the reservoir.Time (hr)Inflow (ft'/s)8 A. M.10 A. M.8011 A. M.1 P.M.9 А. М.12 Noon4065110120170

The inflow hydrograph generally occurs from design rainfall, reservoir release, and landslide into…

Route the inflow hydrograph given below through a reservoir. The storage data (surface elevation versus storage volume) for the reservoir are also given below. The spillway discharge is expressed by the equation (Q= 3 LH32). The crest height of the spillway is 50 ft. and the length of the spillway is 35 ft. Inflow Hydrograph: Time (days) Inflow (ft/s) 0 70 185 360 480 300 165 80 0 00.5 1 1.5 2 2.5 3.0 3.5 4.0 Storage Data: Elevation (ft.) Storage (acre-ft.) 50.0 50.5 51.0 51.5 52.0 52.5 53.0 53.5 231 247 277 313 353 400 452 509

Route the inflow hydrograph given below through a reservoir. The storage data (surface elevation versus storage volume) for the reservoir are also given below. The spillway discharge is expressed by the equation (Q= 3 LH32). The crest height of the spillway is 50 ft. and the length of the spillway is 35 ft. Inflow Hydrograph: Time (days) Inflow (ft/s) 0 70 185 360 480 300 165 80 0 00.5 1 1.5 2 2.5 3.0 3.5 4.0 Storage Data: Elevation (ft.) Storage (acre-ft.) 50.0 50.5 51.0 51.5 52.0 52.5 53.0 53.5 231 247 277 313 353 400 452 509

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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