In Figure below, with 35 L/s of seawater (sp gr 1.03) flowing from 1 to 2, the pressure at 1 is 100 kPa, and at 2 is -15 kPa. Point 2 is 6 m higher than point 1. Compute the lost energy in kPa between 1 and 2.

Q: The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension load over…

A: TO FIND  DEFLECTON OF A WITH RESPECT TO  WALL

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A: For analysis and prediction of fluid behaviour in various situations as well as for the design of…

Q: Prepare a bare cost estimate based on national average prices for the following storm drain…

A: Trench size =350 ft ×4 ft × 5 ft Pipe diameter = 18 in Swell factor = 22% Shrinkage factor = 15%…

Q: 2.3. The upstream conditions in a rectangular channel are the same as in Exercise 2.1 with a smooth…

A:

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A:

Q: Analysis of annual flood series of a river yielded a sample mean of 1000 m³/s and standard deviation…

A: Flood A flood is a very high stage in a river, generally at the point where the river breaches its…

Q: Describe the terms boundary layer thickness and displacement thickness.

A: It has asked to discuss the terms 'boundary layer thickness ' and 'displacement thickness '

Q: For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the…

A: The given beam is a statically determinate Cantilever beam with two concentrated loads. Note that in…

Q: A submerged sharp crested weir 0.81 m high stands clear across a channel having vertical sides and…

A:

Q: A tapered bar with varying diameter 1.5 d to d is subjected to tensile force of magnitude 1000 N.…

A: Tapered bar diameter- d1=1.5d d2=d Length L=2 m Force = 1000 N E=160 GPa.

Q: Question Determine its distribution efficiency when mean depth of water is 1.5 cm and the mean…

A: Mean deviation from mean d =0.1 cm Mean depth of water D =1.5 cm

Q: Describe about Tariff Design ?

A: It is asked to describe the Tariff Design.

Q: For a clay soil with a dry density of 16.2 kN/m³ and a moisture content of 20%, what is the…

A: Dry density (yd) = 16.2 KN/m3  Moisture content (w) = 20% = 0.2  Determine the saturated unit weight…

Q: A 31 3m. 6 m. B 6 m. 294° 5m. 8m. 217 D

A: Given data: Line Length Bearing (Degree) AB 3 m 31 BC 5 m 131 CD 8 m 217 DA 6 m 294…

Q: Pressure Measurement Let the atmospheric pressure at sea level is 70 cm of mercury. Convert this…

A: Atmospheric pressure at sea level=70 cm of mercury.

Q: In reply to figure-4.15-site-plan-for-review-question-11 I calculated the answer as cubic feet and…

A: Conversion of units refers to the process of changing the units of a physical quantity from one…

Q: [ Example 2-3] In Fig. 2-20, annexed level route, BM. A and BM. B are known benchmarks, the…

A: Height of BM A =6.543 m Height of BM B =9.578 m

Q: A well is constructed to pump water from a confined aquifer. Two observation wells, MW1 and MW2, are…

A:

Q: LL PL % Retained 100 80 8 40 20 0 100 LAND A Water Content: 20% Pore number (e): 0.95 A 10 0.1…

A: A grain size distribution curve is a graph that shows the relative amount of different sizes of…

Q: () is preferred when making normal concrete. A ultrafine sand B coarse sand C) fine sand D medium…

A: Is preferred when making normal concrete ?

Q: Find the interior angles and corrected angles A, B, C, D Find the total area of the figure

A:

Q: What is your definition of GIS?

A: What is your definition of GIS

Q: Determine the shear and moment diagrams of the following beams loaded. (show also how to equate into…

A:

Q: 3. Check whether the following 4-way intersection with the two minor streets controlled by "STOP"…

A: 4 Way intersection with 2 minor streets controlled by a Stop sign. Annual crashes:  5 right angle…

Q: In the floor plan below, the rigidities of walls A, B, and C are 1.0. The rigidity of wall D is 1.5.…

A: The rigidities of walls A, B, and C  = 1.0 The rigidity of wall D = 1.5. Force acting in horizontal…

Q: In the assembly shown, sags of s and 1.5 s resulted when the two cylinders were suspended from the…

A:

Q: (iii)A soil sample is 8 cm in height and has cross-sectional area of 60 cm². It is observed that in…

A:

Q: A prestressed beam is given in the figure below. Aps = 720 mm2 H = 600 mm B = 400 mm y = 100 mm If…

A: Asp = 720 mm2  Initial prestress (fps,i) = 1208 MPa Determine the stress at top fiber, at midspan…

Q: The coefficient of permeability of sand at a void ratio of 0.80 is 0.47 mm/s. Estimate the…

A:

Q: A rectangular simply supported beam of span 4 m is 300 mm x 700 mm in cross- section and is…

A: Dimension of the beam: L×B×D=4×0.300×0.700 Number of steel reinforcement bars: N=3 bars Diameter of…

Q: 4- A periodic Kármán vortex street is formed when a uniform stream flows over a circular cylinder.…

A: The parameters are given as Vortex shedding frequency fkFree stream velocity VFluid density ρFluid…

Q: An aerial photograph of a terrain having an average elevation of 1400m is taken at a scale of 1:…

A: An aerial photograph of a terrain having, Average elevation, h = 1400 m Taken at a scale = 1 : 7500…

Q: a. Why do we need an accurate estimation of the sewage flow? b. In a residential area, there are 250…

A: (a) An accurate estimation of sewage flow is crucial for the efficient and effective…

Q: 4. Calculate the deflection for the steel beam shown below. Will the beam be able to support the…

A: PLL = 2500 lb PDL = 1500 lb  E = 1,600,000 psi Ixx = 1707 in4

Q: The uniform 58-kg slender rod is at rest in the position shown when P = 600 N is applied. (Figure 1)…

A:

Q: d W.S. 22.5KN 60⁰ pulley 5m hinged (Width normal to paper -2.8m)

A:

Q: A prestressed beam is given in the figure below. X Aps = 696 mm2 H = 540 mm B = 350 mm y = 90 mm L =…

A: Area of steel, Aps=861 mm2 H=560 mm B=350 mm y=110 mm Initial pre-stress, fps=1208 MPa

Q: 33.33 is wrong

A: The rigidities of walls A, B, and C  = 1.0 The rigidity of wall D = 1.5. Force acting in horizontal…

Q: Determine the ultimate or the factored moment capacity oMn of the beam cross section shown if fc' =…

A: b = 350 mm h = 600 mm cover = 70 mm Steel reinforcement: 3-#25mm fc = 28 MPa fy = 275 MPa

Q: For a wide open rectangular channel, if the critical velocity is 6 m/s, 1. What is the critical…

A: Given data Wide rectangular channel Critical velocity V= 6 m/s Calculations are shown below

Q: Expose the practise of penetration testing if it exists. How safe is my information, exactly?

A: Penetration testing is a commonly used practice to assess the security of an organization's…

Q: The pressure inside the droplet of water of diameter 0.16 mm is 10 N/cm² (atmospheric pressure).…

A: Diameter of the droplet D=0.16 mm, Atmospheric pressure Patm=10 N/cm2=10×104 N/m2. Surface tension…

Q: The members of the truss shown below are of plain concrete. The compressive cylinder strength of…

A: compressive cylinder strength of concrete= 30MPa

Q: 5-91. The A992 steel shaft is made from two segments. AC has a diameter of 0.5 in. and CB has a…

A: Diameter of AC shaft =0.5 in Diameter of CB shaft =1.0 in Uniform distributed torque =60 lb·in/in…

Q: In a horizontally held injection syringe, the piston of 0.2 cm² cross-sectional area is pushed at a…

A:

Q: a. Based on the diagram, what is the elevation of the groundwater table? b. If the unit weight of…

A: TO FIND

Q: If the velocities in a 60 cm pipe carrying oil are 4 s and 4.20 m/s on the centreline and at a…

A: Velocity at centre = 4.5 m/sec Velocity at radial = 4.2 m/sec Diameter of pipe = 60 cm

Q: Problem 3:For the flooring system shown below, draw the cross-section A-A cutting through the slabs…

A: A framing plan is given we need to draw the section A-A

Q: Based on a hydraulic analysis, the town of Longview has determined that the travel time for water to…

A: Duration (t) = 26 hours Residual chlorine = 0.5 mg/L

Q: U.S. Sleve No. 4 10 20 40 80 200 Percent passing 100 90 64 38 18 13 % For this soil, LL = 23 and PL…

A: Solution: a) AASHTO Soil Classification System Since 13% of the soil passes through the No. 200…

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.