In a rectangular channel, two reaches M and N are in series, with reach M being upstream of reach N. These channel reaches have the following characteristics: Reach Width (m) Discharge (aP) Slope 15.0 0004 0.025 M 5.0 N 4.0 0.015 15.0 Sketch the resulting GVF profile due to the change in the channel characteristics as above.

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

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Q: V notch weir is to be designed to meter an irrigation channel flow. For ease in reading the upstream…

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Q: Sketch and label the type of water surface profiles along two open channels as shown below. NDL 7777…

A: Given data in question  Normal depth line Crutical depth line Open channel flow To find out…

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A: step 1-

Q: A rectangular channel 22 feet wide carries a flow of 25,000 cfs on a slope of 0.01. Manning's n for…

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Q: The specific flow for a rectangular canal (see Figure 4) for which the bottom is 5 m wide is 2…

A: Canal width, B = 5 m Specific flow, q = 2 m3/s/m Manning's n = 0.015 Normal depth, yn = 1.5 m Find:…

Q: A trapezoidal channel of bed width 5 m and side slopes 1:2 has a flow of 15 m3/s. At a certain point…

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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: An open channel of most economical section having the form of half hexagon with horizontal bottom is…

A:

Q: An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec.…

A:

Q: A rectangular channel 22 feet wide carries a flow of 25,000 cfs on a slope of 0.01. Manning's n for…

A:

Q: Uniform flow We will observe the stretch of the Salt River below Stewart Mountain Dam, Arizona. If…

A: A rectangular open channel flow is given,  Discharge,Q = 150 cfs Width, B = 60 ft Slope, S = 0.001 n…

Q: 5. Estimate the discharge in the stream cross section shown below using the given data. Determine…

A: The given values are as follows in the table, Station velocity(ft/s) 1 0.75 2 1.91 3 5.21…

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.