Q1. Check the dimensional homogeneity of the following common equations in the field of Hydraulics.(Ca is constant, m hydraulic mean depth and i the longitudinal slope of the channel) (1) Q = Ca a√2gH and (ii) v = C√mi

Q1. Check the dimensional homogeneity of the following common equations in the field of Hydraulics.(Ca is constant, m hydraulic mean depth and i the longitudinal slope of the channel) (1) Q = Ca a√2gH and (ii) v = C√mi

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: The following statements are ALL TRUE EXCEPT O a. Normal depth occurs when the flow is uniform O b.…

Q: Extract the following relation called the Wicket gate function. gn,H, +o°r? Q = @cot a, or, cot ß,…

Q: 1. A channel of width 450 mm branches into two sub-channels having width 300 mm and 200 mm as shown…

A: as per given question given data Q1 =0.9 M^3/S V3 =3 M/S we have to determine velocity of V2

Q: A pipe network consists of pipeline as shown. If the total rate of flow is 10 liters/sec, compute…

A: Given: Flow rate of water→Q=10 lit/sec=0.01 m3s Summision of Flow rate of water in pipe 2 and pipe 3…

Q: A triangular gutter with side slope at angle 60 • has a depth 300 mm. Find the velocity of water, if…

Q: Part D. Compute the following quantities: (a) Velocity of flow at section 1. (b) Specific energy…

A: Since you have posted a question with multiple sub-parts, we will solve the first three subparts for…

Q: Cross section of a wadi at a catchment outlet is shown in the given figure. It is required to obtain…

A: A hydrograph is a graph or plot that shows the rate of water flow in relation to time, given a…

Q: Q1/ Determine the order, degree of the differential equations: 1) y"- 5 Xy' = et+ 1 2) y – 5x ( y')?…

Q: Design wave height Hs=3.0 m and average wave period Tm=8.0 s It will be built at a water depth of 14…

A: Sea walls or crotches generally fill their need of safeguarding land from disintegration or…

Q: Suppose that you wish to assess the hazard posed by a hydraulic jump in a flooded river. The river…

A: So, the equation for f(D) is indeed f(D)=0, indicating that the derived equation satisfies the…

Q: PLEASE BOX YOUR ANSWERS The water flowrate, Q in an open rectangular channel is a function of…

A: Understand that here the flow rate is a function of the three variables. Write the total number of…

Q: use an explicit scheme to solve the equation (using concentration C(x,t)). the flow velocity is…

A: Given:Advection equation:Explicit finite difference method/ scheme for the above equations i.e…

Q: Consider the following system Find (i) Span (ii) Equivalent head of water at maximum level. (iii)…

A: (i) Calculate the span of water level.

Q: Q2. A. Given is 1 hr-UH for a certain catchment. Derive the 2hr.-UH I hr.-UH (1-mm) for the…

Q: Equation of Motion (EOM) Across Streamline (Angular). Water flows around a circular channel between…

Q: A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of flow…

Q: For this problem, Block D v =16 cm / s to the left & a = 30 cm/ (s ^2) to the right in the…

A: The velocity of point D is The acceleration of point D is

Q: Determination of Discharge Thru a Siphon

A: Given Height = 83.5 cm To find Theoretical discharge Actual discharge Difference percentage

Q: Three tanks that are located at different heights of a hill are connected. Go through the following…

A: Hello. Since your question has multiple sub-parts, we will solve first three sub-parts for you. If…

Q: What is hydraulic potential yh for a situation where ym = -280 mm and the reference elevation is 520…

A: Given: H = - 280 mm Z = 520 mm

Q: A: Flow is being measured by a Parshall flume with the following dimensions: 1830 mm. 13 1795 mm. C…

Q: U = 55 cm/s %3D LAj = 10 cm² U2 = 20 cm/s Az = 30 cm? U3 = -10 cm/s Az = 40 cm² U = ???? %3D LA4 = 5…

A: To find velocity in pipe 4

Q: The figure shows a channel with width of 2.4 m. The density of the water is 1000 kg/m^3. The flow is…

Q: (Determination of Pi terms) The flowrate, Q, in an open canal or channel can be measured by placing…

Q: 3 m B -3 m- -3 m- C 2.25 m k = 200 N/m- -3 m D E 4 m F 3 m 3 m 3m 3 m A -0-90° p=0.1 -2m-1m- F(x)=…

Q: re. The ocities are

A: given:

Q: ou’ve sent your assistant out to measure the flow properties of a frictionless rectangular flat…

A: Given -At the downstream cross-section (subscript 2):Depth, d2Specific discharge, Height of the…

Q: Which of the following term cancels out, if we assume the flow to be fully developed along the…

A: This is a momentum equation along x direction, Apply assumption of fully developed flow condition…

Q: Water at 20°C flows with a steady mean velocity of 2.0 m/s through a $100mm pipe that slopes upward…

Q: Find the distance of load from the nozzle in meter

A: Given: A water jet F=150.9 N v0=17.9 m/s d=3.9 cm To determine: The distance of load from the…

Q: The surge tank pictured (shown with clear sides for illustration purposes) is used to even out…

Q: 4. Water flows in a rectangular channel of width, w. In some cases, the water may suddenly increase…

Q: Find hydraulic radius Wetted area=5 m2 Wetted perimeter-7

Q: A house has an area of 195 m^2. What is its area in: km^2

A: Given: The area of the house is A=195 m2. The unit conversion factor to convert Meter square into…

Q: Find the value of hydraulic radius Wetted area-50 m2 Wetted perimeter=25 m

A: Given data : Wetted area=A Wetted perimeter=P Required : Hydraulic radius

Q: 1. Three reservoirs are connected by individual pipes to junction O as shown on the figure below.…

A: To find: The elevation of reservoir C and draw the final hydraulic gradient line. Given: The…

Q: A 1Us wave has a surface elevation profile given by 7 = 3 cos(kx - wt). %3D a. Plot n for x = 0 and…

A: η=3cos(kx-ωt)

Q: What is the velocity at section 4, if the d4=5.31 cm. The problem is steady and incompressible. 2…

Question

Q1. Check the dimensional homogeneity of the following common equations in the field of
Hydraulics.(Ca is constant, m hydraulic mean depth and i the longitudinal slope of the channel)
(1) Q = Ca a√2gH and
(ii) v = C√mi

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Fluid Mechanics Hw Please label all answers
Q1: A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of flow is 2.4 m and side slopes of the channel are 1 horizontal to 3 vertical, determine the average velocity and the discharge carried by the channel. Also compute the average shear stress at the channel boundary. Take C = 55.
Please solve for HT using this formula
Problem 5: Energy Equation This question tests your ability to recognize the components of the energy equation: Ply+z+V²/(2g) = constant. On your submission, write each of the following six concepts, then write the relevant component (or "none"): elevation head P/Y pressure head P/Y dynamic head P/y P/Y neglect for steady flow neglect for horizontal flow neglect for open channel flow Ply P/Y Z V²/(2g) V²/(2g) v²/(2g) Z V²/(2g) V²/(2g) V²/(2g) Z Z N N none none none none none none
Q2) Several water pipes intersect at the junction box illustrated in Figure. Determine the force required to keep the junction box in place. Assume water at 4°C. 250 mm Q₁ = 0.2 m³/s P₁ = 480 kPa 350 mm 300 mm QIVA = 0.3 m³/s /P = 400 kPa 30° Q=0.1 m³/s Pc = 450 kPa 50⁰ 200 mm 60° Q = 0.4 m³/s PD = 350 kPa
A sample is subjected to a hydraulic gradient of dhlax = 01 cm/cm in the x clirection and a flux qy of 0.001 cm/s in the y direction in response to this gradient (there is no gradient in the y direction). The same sample is then subjected to a hydraulic gradient of @hidy = 0.01 cm/cm in the y direction and a flux qx is measured in the x direction in response to this gradient (there is no gradient in the x direction). What is the magnitude of the flux qx in response to @hdy!
b) Given the below conditions are given for a partially circular channel shown in Figure2.▪ Flow = uniform▪ Density, ρ = 998.0 kg/m3▪ Dynamic viscosity, μ = 1.002 x 10^-3 kg/m∙sCalculate the hydraulic radius, Reynolds number, and the type of flow.
B7
Q1/ Neglecting losses, determine the discharge in Fig. below Oil sp gr 0.75 3 ft 4 in, diam Water
i need the answer quickly
Fluid Mechanics: Open Channel Flow