Friction factor, f • Explicit form of Colebrook-White equation ε f = 0.0055[1 + 20000- + 106 1/3 ] D Re

Q: If the flow into a 20 m wide x 85 m long x 4 m max height detention basin occurs at a constant rate…

A: Storage quantity of detention basin, V = 20 x 85 x 4 = 6800 m3 Inflow rate, Q = 1.7 m3/s

Q: 30 12m 60 m Тор view Side view Fig .1: Side and top of view of the proposed dam 1. Provide…

A: Sl No Type of Load Calculation Force Magnitude   Moment Arm Moment about toe       Vertical…

Q: 3. Determine the flows in the network illustrated in fig. 5.11; minor losses are given by Cm V²/2g.…

A:

Q: 1 m³/m2/m/hr is 10 m³/hr under depression of If discharge from a well with specific yield 5.0 m,…

A:

Q: 1. A pipe network consists of pipeline 1 from A to B, then at B it is disconnected to pipelines 2…

A:

Q: Question-A The channel index at irrigation outlet is 5/3. Find the value of setting for an orifice…

A: Given data- Channel Index = 5/3Orifice type outletTo Find-The value of setting

Q: AR²/351/2 Derive Manning's equation for turbulent and uniform flow: Q = where Q is " n in m³/s; A,…

A:

Q: 150 km in length transmits a flow of 4.5 m3/s from a shoreline intake on Shoal Lake (Lake of the…

A:

Q: Q: The table below represents the elevation-area curve for a reservoir, the maximum storage is 32…

A: Note: As per our policy for a multipart question only three parts can be solved for other parts…

Q: of spillway crest, rater over the spillway, e storage volume,

A: we will use horizontal formula  h = interval of elevation

Q: Determine the minimum discharge in the pipe for this condition. is desired to increase the discharge…

A: According to given data  Two reservoirs have a minimum difference in water-surface elevation of 40 m…

Q: Q7: A discharge of 0.15 cumecs is supplied into a canal at the head and 0.1 cumecs is delivered to…

A: From the given date it is required to find the various types of irrigation efficiencies like…

Q: (a) Figure 3(a) presents a longitudinal cross-section through a hydraulic jump, showing the specific…

A: Consider the diagram

Q: A rectangular open channel carries a discharge of 15 m³/s when the depth of flow is 1.5 m and the…

A:

Q: A distributary channel having bed width 5.00 m and full supply depth of 1.50 m carries 3.0 m3/s of…

A:

Q: Question-4b A canal irrigates a portion of a culturable command area to grow sugarcane and wheat.…

A: Given data- Average discharge for sugarcane=0.40 cumecs, Average discharge for wheat=0.50 cumecs,…

Q: Discharge Q2/The flood hydrograph upstream of a proposed bridge Time (hr) (ms) location is as…

A: Muskingum Routing method K = 3 hrs x = 0.3 ∆t = 1

Q: 10m 12 m Q-85 ms 60 m Top view Side view Fig .1: Side and top of view of the proposed dam 1. Provide…

A:

Q: For a catchment of area 4400 ha, the maximum flood flow will be. Dicken's formula and take CD= 6).…

A: For a catchment area,Catchment area,A=4400 hectare (ha)Dicken's coeffiient,To find maximum flood…

Q: What does a pseudo-loop mean or signify in a piping network analysis?  A. This loop’s rotation shall…

A: The loop is not a true loop and is no longer necessary to compute for its values. Option C is…

Q: : maximum headloss gradient is 2m per kilometer, mean speed is between 0.6 to 2.5 m/s, and minimum…

A:

Q: ← Run Off & Hydrograph A triangular DRH due to a 6-h storm in a catchment has a time base of 100…

A: Given data- Triangular DRH-6-h stormtime base=100 hourpeak flow=80 m3/scatchment area=180 km2To…

Q: Estimate the head over a Cipolleti weir of base width 0.90 m required to pass a discharge of 600…

A:

Q: With an observation well situated is 69.7 ft away from the pumping well (which is pumping at the…

A: Answer  Based on the given data, we can use Cooper-Jabob method of solution to obtain T,K and S.…

Q: A reservoir discharges water through a large gate 1m wide and 1.5m deep. The top of the gate is 0.8…

A: b  =1m d = 1.5m Cd= 0.6   It has been asked in the question to determine the discharge through the…

Q: Determine the value of discharge Area of channel=3 m2 Flow velocity= 1 m/s

A:

Q: Please answer if sure it is correct. WILL thumbs up if correct.

A: Please refer below pages.If you have any doubts please feel free to ask.Explanation:Step 1:Step 2:…

Q: Find a diameter of pipe required to carry a design flow of 0.186 m3/s when flowing partially, d/D=…

A:

Q: 1. Provide preliminary dam design. A stable gravity dam cross-section must be designed in terms of…

A: height of water on U/S     H=10 mfree board   =2.0 mdam height  =12 m(i)  water pressure…

Q: 6. Draw the hydrograph and flow dura tion curve for the following data. Also find averag power…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: a rectangular reservoir with dimensions 3.87m and 2.94 discharges water through a suppressed weir…

A: Given:- A rectangular reservoir with dimensions 3.87m and 2.94 discharges water through a suppressed…

Q: Find the geometric and hydraulic properties of any real world channel to determine its discharge for…

A: Unlined trapezoidal channel

Q: A canal irrigates a portion of a culturable command area to grow sugarcane and wheat. The average…

A: The average discharge required to grow sugarcane = 0.36 cumecs The average discharge required to…

Q: A new 12 in. riveted steel pipeline carries a flowrate of 2.5 cfs of water. Calculate the head loss…

A: Diameter (D) = 12 in or 1 ft  Flowrate (Q) = 2.5 cfs  Length (L) = 1000 ft

Q: A rectangular channel has a base width of 7m and a depth of 2.5 m. carries a discharge of 21.81…

A:

Q: • HW1// Route the flood hydrograph indicated below through a reservoir. The storage (elevation…

A: Given,  Flow=3LH 32 L=70 ft  Crest height=60 ft To determine, Route the flood hydrograph

Q: An artificial reservoir was flooded with an inflow that is described by the following hydrograph:…

A:

Q: QI/ In critical flow if z = 2 and n=0.03 find Q ? 1; Y =1.84 m 8 m

A: In an open channel flow condition, critical flow condition is defined as the flow at which the…

Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.