For a channel to be economic which of the following parameter should be minimum O a. Froude number O b. wetted perimeter O ¢. hydraulic depth O d. wetted area

Q: A circular culvert of 1.532 m diameter, flow Q = 2.32 m3 / s, depth 1 m and n = 0.014, calculate the…

A: Discharge (Q) = 2.32 m3/sDiameter of culvert (d) = 1.532 mDepth of water (y) = 1 m n = 0.014To…

Q: Determine the critical depth (m) for following rectangular open channel: Flowrate = 64 m^3/s Channel…

A: Given that: A rectangular channel, with flow rate, Q=64 m3/sChannel width, B=6m

Q: O A rectangular channel 1.30 wide carries 1.10 m/s of water at a depth of 0.85 m. If a 30-cm wide…

A: Equating specific energy of channel at both section to get elevation of water surface

Q: For #5-7, assume there is a creek with a width of 4.6 m, depth of 23 cm, slope of 0.001 m/m, and…

A: Given: DischargeQ=0.13 m3s Width of rectangular channelB=4.6 m=460 cm Depth of flowy=23 cm…

Q: Plan a rectangular masonry irrigation canal for a discharge of 1.50 m3/s, with channel…

A: Q = 1.5 m3/s  n = 0.02 b/h = 2  b = 2h  w = 0.5m  V = 0.55 to 0.6 m/s  Take average value V =…

Q: 505mm diameter sewer pipe is laid on a slope of 1 m per mile and has a roughness coefficient…

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Q: For #5-7, assume there is a creek with a width of 4.6 m, depth of 23 cm, slope of 0.001 m/m, and…

A: Given data:- The given creek width is, 4.6 m The given depth is, 23 cm. The given slope is, 0.001m/m…

Q: water A B W=10m 60 10m с

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Q: Review Water flows at 25 ft³/s in the channel, which is originally 6 ft wide and then gradually…

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Q: of trapezoidal section has to be √3 excavated throught A power Canal hard Clay at the least cost…

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Q: I need help on this problem Manning equation problem for parts a, especially rearranging the…

A: R (hydraulic radius) = A(area)/P(perimeter) = 250*20/(250 + 2*20) = 17.24 Q = 25000 ft3/s Q = 1/n x…

Q: Question 6 Determine the slope of the rectangular channel with following conditions: Channel width =…

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Q: Water flows in a rectangular channel at a depth of 20 cm and with downstream depth after the…

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Q: • Q = 18 m^ 3 /s • Rectangular channel, 3 m wide • Unfinished form concrete channel • occurs at a…

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Q: Q (5-4) / Water flows uniformly in an earth trapezoidal cross section open channel. Data available…

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Q: Reach Width(m) Discharge(m3/s) Slope Normal depth (m) A 3.5 10.0 0.0004 2.736 B 3.0 10.0 0.0160…

A: Given data in question NDL 1 = 2.736mNDL2= 0.663CDL1= 0.941 mCDL2= 1.042 mTo find out Profile

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.