Given the water flow rate (Q), catchment area, and river length.
Then, how do we find the dam height (H)?
It doesn't depend only on above-said factors but many, say silt factor, expected annual run-off from the catchment area (A). Generally, based on the cost per unit volume of water, the most economic height is calculated.
If you ignore all other factors, then first calculate the annual runoff (R) from the catchment area for a return period of 10 years. Note that the discharge Q (in m3 ) shall never be more that of the annual runoff (R).
Now the maximum height of the wall,
where L= Length of the dam wall
T = Throwback (m) , approximately in a straight line from the wall.
Given the water flow rate (Q), catchment area, and river length. Then, how do we find...
A dam is put on a river that has a unblocked flow rate of 2 meter/second. The new dam then blocks the water and forces it through a generation system. If 1,000,000 cubic meters of water flowed each hour in the river before the dam went in, how much electric power ( Energy / time) can be expected to be grabbed from this water once the dam is in place? Use a 50% effective conversion of the kinetic energy of...
Can anyone explain to me what the Velocity Area method for measuring river or water flow is? My guess is that the product of the cross sectional area and the velocity of water flowing in a pipe is always constant. If the Cross sectional area of the pipe increases at a particular point, then the velocity decreases so that the product AV is a constant. Am I right? If so, how can we extend this to pipes where the water...
In Exercises 25-28, a net is dipped in a river. Determine the flow rate of water across the net if the velocity vector field for the river is given by v and the net is described by the given equations. 26. v = (x _ y, z + y 4, z~ ), net given by y = I-x2-z2, y 0, oriented in the positive y-direction
In Exercises 25-28, a net is dipped in a river. Determine the flow rate of...
Q1. As shown in the figure, the total drainage area of the catchment is 150 acres, 40 acres is light forest cover (C -0.21), 80 acres is lawn grass (C -0.36), 30 acres is clayey loam pasture land (C) -0.30). If the three drainage areas are contributing flow at a storm water inlet. Find the time of concentration that has to be used for design purpose. Given Iso arres As Ca. 53 40 ij Drainage area (acres) A1 A2 A3...
how would is find the molar flow rate or mass flow rate of water when only pressure of inlet stream and outlet stream is given.
In Exercises 25-28, a net is dipped in a river. Determine the flow rate of water across the net if the velocity vector field for the river is given by v and the net is described by the given equations. 28. v (zy, xz, xy), net given by y = I-x-z, for x, y, z ented in the positive y-direction 0 ori-
In Exercises 25-28, a net is dipped in a river. Determine the flow rate of water across the...
A wastewater treatment plant discharges hot water (310K) to a river. The flow rate of the river is 4×1010 L/day. Upon mixing, the hot water is cooled to 290K and the river water is heated from 288K to 290K. If 20% of the heat from the wastewater treatment plant effluent is radiated to the atmosphere, what is the wastewater treatment plant discharge rate (L/day)?
Exercise 3 The flow of water over a weir can be computed by: Q = 5.35LH3/2 where: Q = volume of water (ft3/s) L = length of weir(ft) H = height of water over weir (ft) Convert the formula so that Q is in gallons/min and L and H are measured in inches.
1. Consider a single tank for flow rate control and water level regulation. A single tank subject to the pump dynamics can be modeled as follows Tank dynamics: h.-le,-4M h, -e-eyh.), Pump dynamics: Q,-1(av,-0) Pump dynamics: Q,--(av,-Q.) Tank dynamics: where the parameters are defined as follows: h :water level c: valve resistance r: time constant S,: water tank area Q,: supplied flow rate a: voltage scaling factor ,: applied control input voltage (all the coefficients are positive) (A). Please apply...
4 Water enters a circular, constant area tank through a horizontal pipe at a volume flowrate of Q- 0.35 ft/sec. Water exits the tank through a 2 inch diameter hole with exit velocity Vexi(2gh) where h is the vertical distance from the exit hole to the water surface a) Draw a neat, detailed control volume directly on the drawing of the water tank below. Carefully identify all control surfaces b) Develop a differential equation that can be solved for h...