The following data are obtained for a particular reach of the Provo River in Utah: A = 17m2, free surface width = 1676 cm, average depth = 101cm, Rh=98.15cm, V =200 cm/s, length of reach = 3536cm and the elevation drop of reach = 32cm. Determine: b. The Froude number of flow

Q: What is the resulting Froude Number for a rectangular channel (b = 1.52 m., d = 2.69 m.) carrying…

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Q: Question: Identify the types of water surface profiles that can be observed in the following channel…

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Q: critical depth

A: In this Problem, Width and Discharge per unit width from Rectangular smooth concrete flume is given…

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Q: 3. What is the cross-sectional area (sq. m) of the channel, if its hydraulic radius and wetted…

A: Given data,  Hydraulic radius = 300 cm Wetted perimeter = 860 cm

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A: The trapezoidal section is shown below:

Q: arrie's water to a depth of 1.8m.In order to measure the discharge,the channel is Idah is reduced to…

A: Using relation :E1=E2+zy1+Q2A12(2g)=y2+Q2A22(2g)+zy2=y1-0.15=1.65m\

Q: Water depth in the Kankakee River was measured to be 5 ft. The width of the river is 1,000 ft and…

A: The given data is: River depth, d=5 ft River width, b=1000 ft The bed slope, S=0.0005

Q: Q45. A river discharges 2500 cumecs. The rugosity coefficient of the river bed is 0.028. If a mode…

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Q: A wide, clean-earth river has a flow rate q = 150 ft³/s per foot. (a) What is the critical depth, Yc…

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Q: Determine the other alternated depth in meters of the rectangular channel section (width = 3…

A: Given data, One alternate depth y1 = 5 m Width B = 3 m Flow rate at both section 1 and 2 are same Q…

Q: 9. A river discharges into the sea at an estuary that can be considered a linear channel. The tidal…

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Q: What uniform stage of flow exist in a circular conduit 2.0 m in diameter when the depth of flow is…

A: Given data-  d=1.75m D=2m s=0.175 n=0.025

Q: Problem: Example: Given the following data of a stream of uniform flow: h h=height of water = 1.20m…

A: step 1-

Q: Question 7: Design an unlined irrigation canal with Discharge - 50 cumec, permissible mean velocity…

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Q: Given the following data for a stream of uniform flow: A = 8.98 sq.m. (average stream cross section)…

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Q: A rectangular channel 10 m wide carries 60 m3/s when flowing 3 m deep. What is the critical depth?…

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Q: Water Resources Engineering: You are given the following information for a triangular channel: Top…

A: Given data: Top width of the channel (B) = 3 m Flow (Q) = 7.23 m3/s (manning’s constant) n = 0.016

Q: outflow 0.50 m water Saturated Unit Weight = 21.08 kN/m^3 3.50 m A

A: solution  as the flow is in upward direction  so there will be seepage loss  but as the point A is…

Q: rapezoidal open channel. The following data are available:- 1- Cross-sectional area of flow in the…

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Q: Obtain relation D=aT for the following hydrologic data using MS EXCEL

A: Given: Accumulated time, T(min) Accumulated depth, D (mm) 15 17 75 29   To obtain:…

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

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Q: 4. A confined horizontal aquifer of 20 m thickness and permeability K = 22 m/day, connects two…

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Q: The right and left water edges of a stream are 3.0 and 47.5 m respectively from an initial reference…

A: To Determine a. Cross-sectional area of the stream (sq.m.) b. Volume of water if its horizontal…

Q: A right angled triangular notch was to measure a discharge of 0.28 m3/s from a rectangular…

A: Finding out percentage error in discharge.

Q: O 61 CU.M/SEC O 60.795 CU.M/SEC O 61.795 CU.M/SEC O 60 CU.M/SEC

A: The accurate answer is 60.629 m3/sec. Nearest option is 60.795 m3/sec   (please upvote for our…

Q: 3. The inflow hydrograph to a rectangular channel is given below. The channel has a width of 50 ft,…

A: Given data:Channel width, B= 50ftChannel bottom slope, S = 0.0025The length of the channel, L =…

Q: Given the image of the open channel below and the accompanying geometry, determine the flow (m/s) to…

A: solution The slope is given as S=3.5%=0.035manning's costant for grass is given as N =0.03 depth…

Q: A right angled triangular notch was to measure a discharge of 0.28 m3/s from a rectangular…

A: Given that: Discharge, Q= 0.28 m3/s                    Coefficient of discharge, Cd = 0.6…

Q: Water level exceeds bank-full level, estimate discharge if flood level is 4m & find value of a…

A: Bank full level, y= 4m Width of flood banks, w= 10m Assume side of flood banks= 1:3…

Q: A trapezoidal channel carrying water with area section = 40 m^2, wetted parameter =30 m, bed slope…

A: Given: The area of the channel is 40 m2. The wetted perimeter is 30 m. The bed slope is 3 m for…

Q: Use the Clark unit hydrograph procedure to compute and plot the 3-hr unit hydrograph for a watershed…

A: Use the Clark unit hydrograph procedure to compute and plot the 3-hr unit hydrograph for a…

Q: 12 24 36 48 60 72 | 84 | 96 108 | 120 Time (Hours) 0 Inflow (m/s) 40 132 144 65 165 250 240 205 170…

A: Solution:- Given data: K = 22, x = 0.25, and out flow discharge Q=40 m3/sec. So, Muskingum…

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.