Reservoir B receives 0.06 m^3/s of flow. Determine:The flow in line AD.The flow in line DC.The elevation of reservoir B. Decimal Places required in the final answer: 3El 100mAB1500 m, 450 mm, f= 0.0225El 82mQ500 m, 250 mmf= 0.0178D 750 m, 300 mm, f 0.0168

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Answered: Decimal Places required in the final…

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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With a total flow of 14 cfs, find the division of flow and head loss from A to B. L = 6000 ft D = 18 in f = 0.018 L = 2000 ft D = 12 in f= 0.018 A B
6) Two reservoirs are connected by a 380 ft long commercial steel pipe with a diameter of 2 ft. There is a square-edged entrance and exit and a threaded 90-degree elbow at the pump. The 500 horse power pump supplies water from the lower reservoir to the upper reservoir. Determine the flow rate. 90 ft 7) Use the Hazen-Williams equation and the Manning's equation to solve problem 6 and compare your results. Pump
From reservoir A water is supplied by a pipe that is 12 inches in diameter and 1000 ft long. At point D it is divided into two branches. One 6 inch-diameter, 2000-ft-long pipe connects to reservoir B and another 12 inch-diameter, 1500-ft- long pipe connects to reservoir C. The surface elevations at A, B, C, and D are 120 ft, 80 ft, 40 ft, and 60 ft respectively. Determine the flow in each pipe. Take f = 0.007 for all pipes and PD/γ is 20.5 ft.
Specific energyA horizontal rectangular channel is 12 feet wide and carries a flow rate of 60 cfs. A hump that is 0.5 feet high is placed in the flow path. a. If the normal depth of flow is 1.5 feet, what is the depth of flow over the hump? b. If the normal depth of flow is 0.5 feet, what is the depth of flow over the hump?
8.5 A small reservoir has a spillway crest at elevation 200.00 m. Above this elevation, the storage and outflow from the reservoir can be expressed as Storage: Outflow: where $=36000 - 18000 y (m²) Q=10y (m³/s) y = height of the reservoir level above the spillway crest in m. Route an inflow flood hydrograph which can be approximated by a triangle as I=0 at 1=0 h I-30 m³/s at 1 6 h (peak flow) I=0 at 1 26 h (end of inflow). Assume the reservoir elevation as 200.00 m at t=0 h. Use a time step of 2 h.
Water flows in a channel of the shape of isosceles triangle of bed width 'a' and sides making an angle of 45° with the bed. Determine the relation between depth of flow 'd' and the bed width 'a' for maximum velocity and for maximum discharge condition. Use manning's formula and note that 'd' is less than 0.50a.
A rectangular channel carries 4 cu.m/s of water. It is designed to have an optimum discharge. Compute the depth of flow. n = 0.012, S = 0.0008. a. 1.81 mb. 2.10 mc. 1.12 md. 1.44 m
5) In a triangular channel, the velocity along the centre line at a depth of 0.2 m and 0.8 m is 0.7 m/s and 0.5 m/s, respectively. The triangular channel has dimension of 4 m by 1 m. Calculate the discharge in the channel.
Find the discharge through a rectangular channel of width 2 m having a bed slope of 4 in 8000. The depth of flow is 1.5 m and takes the value of N in Manning's formula as 0.012.
Example 12.3. A small reservoir has a spillway crest elevation 200.0 m. Above this elevation, the storage and outflow from the reservoir can be expressed as: Storage: S=36000 + 18000y m³, Outflow Q=10y m³/s, where y is height of water above spillway crest in m. Route an inflow hydrograph which can be approximated by a triangle as: 1=0 at t=0, 1=30 m³/s at t=6 h and I = 0 at t = 26 h Assume at t= 0.y=0 and use At = 2 h
On a property, water is pumped from point A at the bottom of a hill to point B on top of the hill via a cast iron pipe at a flow rate of ?=Q= 0.06 ?3/?m3/s. The total pipe length is 173 ?m of diameter 0.14 ?m, and the elevation difference between A and B is 27 ?m. Between points A and B it is required to use 20 of the 90?90o flanged smooth bends (???=KLB= 0.19) and 5 of the fully open gate valve (???=KLG= 0.22). The entrance and exit losses are 0.54 and 1.3, respectively. Calculate the minimum pump power required to pump water from A to B, given that the pump efficiency is 0.76. Density and viscosity of water are 1000 ??/?3kg/m3 and 0.00131 ??/?.?kg/m.s, respectively.

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Decimal Places required in the final answer: 3 El 100m A El 82m B 1500 m, 450 mm, f 0.0225 Q.500 m, 250 mm f= 0.0178 D 750 m, 300 mm, f 0.0168