Question

Design a vertical drop structure which is used to lower a rectangular channel by 1.8m ....

Design a vertical drop structure which is used to lower a rectangular channel by 1.8m . The flow rate in this channel is 2m^3 / s and the channel width is 1.6m . The flow is subcritical before and after the drop structure . The tail water depth is 0.9m .

Question by hydraulic structures material subject of drop structures

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
Water flows in a rectangular concrete channel that is 10 m wide and has a slope...
Water flows in a rectangular concrete channel that is 10 m wide and has a slope of 0.005. The depth of the uniform flow in the channel (y1) is 450 mm and the discharge per width of the water is 2.2 m2/s. The downstream channel is smooth, and a hydraulic jump is forced to form in the channel by installing a sill. Calculate: (i) the depth and velocity of the water downstream of the hydraulic jump; (ii) the difference in...
Water flows in a 4-m wide rectangular open channel that has an n = 0.022, a...
Water flows in a 4-m wide rectangular open channel that has an n = 0.022, a slope of 0.005 m/m, and the flow rate is 10 m3/s.   A flow depth of 0.92 m is located at a particular location in the channel. What type of flow profile occurs at that location? Given the roughness value, what is the likely channel material?    (Water surface profile classification problem) Hydraulic Engineering
A rectangular concrete channel with n=0.013 is to be constructed on 0.5% slope: 1. Design for...
A rectangular concrete channel with n=0.013 is to be constructed on 0.5% slope: 1. Design for a flow rate of Q=18 m^3/s. 2. A 30 cm high, 5 m long broad crested weir is placed in the channel. Calculate the depth upstream y1 and downstream y2 from the weir then get the head loss due to the hydraulic jump
Water flows in a rectangular channel in which the bottom width is b = 0.9 (m)....
Water flows in a rectangular channel in which the bottom width is b = 0.9 (m). The channel lining has an estimated Manning’s of n = 0.017, and the longitudinal slope of the channel is S% = 0.50. If the flowrate is Q = 1696 (L/s) and the depth of flow at a gaging station is Y = 0.22 (m), Calculate the critical depth yc Calculate the normal depth yn Classify the water surface profile. State whether the depth increases...
The 1.5 cm wide rectangular channel in the laboratory was used to create a hydraulic jump;...
The 1.5 cm wide rectangular channel in the laboratory was used to create a hydraulic jump; the following data were collected: y1 = 1.25 ± 0.05 cm; y2 = 5.6 ± 0.1 cm; Q = 8 liters/30 sec Assume the water temperature was 20°C. (Note the mixed units above – please present your solutions in si units) (a) Use the theoretical equation to predict the conjugate depth ratio, y2/y1, based on the initial depth, y1. Compare the value to the...
Q2. Considering a vertical sluice gate in a horizontal smooth rectangular channel, the upstream and downstream...
Q2. Considering a vertical sluice gate in a horizontal smooth rectangular channel, the upstream and downstream water depths are 5.1 and 0.45 m, respectively. The upstream flow velocity is 0.5 m/s and the channel width is 27 m. Calculate the downstream flow velocity and the force acting on the sluice gate. Draw the control volume and show the forces acting on the sluice gate.
an water vertical sluis gate freely 56 m3/s into a rectangular channel 7 m wide ....
an water vertical sluis gate freely 56 m3/s into a rectangular channel 7 m wide . the gate whic is the same width as the channel is set at a height of 1.4m above the bed and the depth at the vena contracta is .85 m the energy loss in the converging flow at a sluis is quite small so take the head loss B as .05v2 / 2g the normal depth in the downstream hz=2.6m 1. calculate the depth...
Part I. Indicate whether true or false (T or F). ____ Storm water detention ponds typically...
Part I. Indicate whether true or false (T or F). ____ Storm water detention ponds typically are designed to regulate the outflow peak rate at or below a single target value, such as the pre-development (pre-land use change) peak runoff rate for a specified return period event. Detention storage alters the peak but not the volume of the outflow hydrograph. _____ Typical rating curves for weirs are concave upward. Typical rating curves for orifices are concave downward. ____ A sediment...
Please answer the following Case analysis questions 1-How is New Balance performing compared to its primary...
Please answer the following Case analysis questions 1-How is New Balance performing compared to its primary rivals? How will the acquisition of Reebok by Adidas impact the structure of the athletic shoe industry? Is this likely to be favorable or unfavorable for New Balance? 2- What issues does New Balance management need to address? 3-What recommendations would you make to New Balance Management? What does New Balance need to do to continue to be successful? Should management continue to invest...