Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine the (a) actual discharge, (b) theoretical discharge and (c) weir
coefficient over a 90° V-notch weir for a head of 180 mm flowing 400 liters in 20
seconds.
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- The Peripheral overflow weir of a settling tank has 60 identical 90 degree V notch weirs, all set in the same apex level.if the daily flow rate is 1296m3 fine the flow over an individual V notch in L/sarrow_forwardYou are responsible for calculating the peak discharge for a culvert design in a smallwatershed in Washington, DC. The watershed area is 4 acres and currently has 30 % of its area ofindustrial (heavy areas) and 70 % of residential (single –family areas). The design manual suggestsyou design your culvert for a 10 return period. The watershed has a concentration time of2 hours. Calculate:a) What is the design peak flow?b) What is the impact of the runoff coefficient (C) range on your design?c) After you implemented your project, the residential area was entirely converted toindustrial areas. Would that affect you design? If yes, by how much?arrow_forwardWater in a 20-ft-wide rectangular channel, flowing at120 ft3/s and a depth of 10 ft, is to be metered by arectangular weir with side contractions, as in Table 10.2b.Suggest some appropriate design values of b, Y, and H tomatch the table conditions for this weir.arrow_forward
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