Option d is correct I.e 5.26 of you want full answer I can update you.
You can find the flow rate by using Manning equation.
Just tell me which one is right Calculate the average flow rate [m s l) in...
A 0.5-m diameter well fully penetrates an unconfined aquifer, which is 40.0 m thick. The drawdown at the pumped well is 10 m and the hydraulic conductivity of the aquifer is 0.2 . 10-3 (m s-'). If the flow is steady and discharge is 0.01 (mºs-'), determine the drawdown at a site 50.0 m from the well. Draw-down (m): 5.0 8.6 18.6 30.0 A wastewater treatment plant treats 1000 (mº
Q2) A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of flow is 2.4 m and side slopes of the chamel are 1 horizontal to 3 vertical, determine the average flow velocity and the discharge carried by the channel. Also compute the average shear stress at the channel boundary. Take value of Chezy's constant = 55. Q3) 6.11. A power canal of trapezoidal section has to be excavated...
water flows at a rate of 20 m3/s through a rectangular channel 4.0 m wide from a "steep slope" to a 'mild slope", creating a hydraulic jump. The upstream depth of flow is 1.20 m Find the following: (a) the downstream depth of flow, (b) the energy loss in the jump, anid (c) the upstream and downstream velocities 2)
Just tell me which one is right Compare the following volumetric flow rates using the same units such as mº day). Average daily water supply, maximum daily water supply and maximum hourly water supply. フラグ Largest flow rate is: ► Average daily water supply Maximum daily water supply Maximum hourly water supply
Problem #2 Water tank is supplied with water at a flow rate Q = 0.005 m/s. A 5 cm diameter, 15 m long pipe is attached to the tank at the bottom and discharges to the atmosphere as shown in the figure. The pipe has roughness e = 0.0015 mm and the water is at 18°C. Answer the following: a) If the depth of water in the tank is initially 7 m, does the amount of water in the tank...
Just tell me which one is right There is a sedimentation basin into which flock suspension flows at 2 (m3 min-'). The suspension has a sedimentation rate of 200 (mm min-'). At least how large the separation area (m²) should be designed to remove all of the inflow particles? Separation area (m²): 5.0 10.0 20.0 40.0 Global water consumpUOTT Tow by human
Air flows in a 0.50 m diameter pipe at a rate of 15 m/s as shown in Figure 6 Q4 (a) The pipe diameter changes to 1.0 m through a sudden expansion K, Note: For sudden expansion: Assess the pressure rise across this expansion. i. (9 marks) Explain how there can be a pressure rise across the expansion when i there is an energy loss (K, # 0) (2 marks) D2-1.0m Di-0.50 m Q= 15 m/s (1) (2) Figure 6:...
flow rate of 82000 cm3/s. For water, take p 998 kg/m3 and u 0.001 kg/m-s. Water t 20°C flows in a 30-cm-wide rectangular channel at a depth of 10 cm and eBook & Resources References Section Break Difficulty: Medium value: Required information 10.00 points Estimate the Froude number. Round the final answer two decimal places
Need just the results. Thank you! rate. The tank has height 6 m and the diameter at the top is 4 m. If the water level is rising at a rate of 20 cm/min when find the rate at which water is being pumped into the tank. (Round your answer to the nearest integer.) 290253 cm3/min Need Help? Resd Watch iTalk to a Tutor Submit Answer Save Progress Practice Another Version o 01 points | Previous Answers SCalcET8 3 9...
summatize the following info and break them into differeng key points. write them in yojr own words apartus 6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...