The figure shown is a cross-section of a cast iron pipe with coefficient of roughness n = 0.012. If the slope of the channel bed is 1.8 m for every 1 kilometer of its length, determine the following: a. Wetted perimeter of the section, P b. Hydraulic radius, R b. Flowrate, Q

Q: For the one-dimensional flow system shown below (units in centimeters):a. What is the value of H…

A: Note: The height H is nothing but the upward seepage pressure developed by the water on the soil…

Q: The average hydraulic conductivity of the stratum is----- -----meters/day.

A: Step 1: Given Hydraulic conductivity is a function of depth. At the surface hydraulic conductivity…

Q: You are in charge of evaluating a segment of aqueduct pipe (diameter: 30cm). You know that pt. A has…

A: Diameter = 0.3 m PA = 500 kPa LAB = 100 m QAB = 175 L/s = 0.175 m3/s C = 100 Find: (a) Head lost…

Q: ater flows through an open channel that has a cross-sec own in the figure. Flow is uniform and the…

A:

Q: An embankment load of 500 kg/cm²

A:

Q: pls answer asap i'll rate

A: The problem is about designing an open channel to carry a certain amount of water. The channel is…

Q: Calculate the discharge of water flowing at a uniform flow depth 0.482 m along a rectangular channel…

A:

Q: A free vortex is defined by its stream function = (-150 In r) m²/s, where r is in meters. (Figure 1)…

A: Given :  ψ=(-150lnr) m2s Determine the velocity of particle at r=4m Determine the gage pressure at…

Q: In 1957 H. Görtler proposed the adverse gradient test cases U =- U. (1 + x/L)" and computed…

A: Given Data: Stream velocity n=1 xsep/L=0.159 θ0=0

Q: Soil sample and flow condition are shown in the following figure: Inflow с 2m Outflow Soil ↑ B A…

A:

Q: solve

A: Step 1:Note- Diameter from the last equation, I have calculated with the help of calculator. please…

Q: A soil profile is shown in Figure 7.28. An embankment load of 500 kg/cm² is placed on the ground…

A: Given data h = 26ft p = 500kg/cm2 first change the units: 500X2048 = 1.06 X 106lb/ft2

Q: A rectangular river channel 4.6 m wide carries water at a depth of 0.6 m. The slope of the channel…

A:

Q: Manning's equation is Q = where Cm AR 2/3 1/2 n Q = Cm = = flow (m³/s) 1.49 USC system 1.00 SI…

A: D = 275.3317482 8/3√(Qn/S1/2)Explanation:

Q: Question-1 Hydraulic Engineering (Open Channel Hydraulics) Water is flowing in the trapezoidal…

A:

Q: Consider a flow condition is given in figure below: % = 10 kN/m² 200 mm 100 mm 300 mm Yat = 20 kN/m²…

A: The head difference (in cm, in integer) which can cause the flow which can make effectivestress zero…

Q: Problem 3 Consider the channel section shown. (a) Find the flow area (A), wetted perimeter (P) and…

A: Given data:- b1=4.5 ftb2=2.5 fth=1.7 ftz1=1z2=1.5

Q: A concrete channel, rectangular in shape, is laid on a channel bed of slope 0.0010. At an upstream…

A: Given data Wide, b=4.5 mDepth at upstrem, d1=1.5mDepth at downstream, d2=1.17 mLength, L=300mSlope,…

Q: The figure shows the cross section of a channel carrying water. Determine h, b and that minimize the…

A:

Q: A channel cross section, commonly known as gutter, forms at the side of a street next to a curb…

A:

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.