The oil-mercury differential reading 25 cm. Calculate the volume flow rate (in liter/ second) of oil if Cd = 0.98 and oil sg = 0.80 flowing through venturimeter with 20 cm inlet diameter and 10 cm outlet diameter.
Q: PROBLEM 5 Consider a steel pipe of inside diameter of 10.02 in having in it an open globe valve (K =…
A: Given, Diameter of the pipe D =10.02 in =0.835 ft. Length of the pipe L=100 ft. Discharge Q=5…
Q: For a constant head laboratory permeability test on fine sand, the following values are given:…
A:
Q: Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab…
A:
Q: Example A concrete pile, 30cm-diameter, is driven in to a medium dense sand (y = 21 kN/m³) and p =…
A: Given Factor of safety= 2.5
Q: A confined aquifer has a source of recharge. The hydraulic conductivity of the aquifer is 40 m/day…
A:
Q: 614. For the beam loaded as shown in Fig. P-614, calculate the slope of the elastic curve over the…
A: Let's from figure assume that EI = constant
Q: 4. Given the accompanying sketch for a closed traverse in which the length and bearing of line DA…
A: To Determine a. Determine the length and bearing of DA b. the azimuth from south of line DA, rounded…
Q: 2. A certain liquid flows in a 10mm diameter smooth pipe that is 20m long. The total head loss in…
A:
Q: Q1-In the figure given below calculate the of (H) for the f1= di= L1= F2= D2= L2= QIL/S) f1 d1(mm)…
A:
Q: If aquifer hydraulic gradient, hydraulic conductivity and effective porosity are found to be 0.4,…
A:
Q: provide solutions and answers to G and H only
A: To Determine Sub-parts G and H g) Linear error of closure (LEC), bearing of LEC and RP h) adjusted…
Q: 3) A bullet weighing 0.5 g is fired from a rifle weighing 4 kg. Find the recoil velocity of the…
A: Let the recoil velocity of gun be V. Mass of gun M gun=4 kg Mass of bullet M bullet =0.5 g =…
Q: Q2. For a specific spring where the load applied is 100 N, coil diameter is 4 mm, spring diameter is…
A: Given, D=20mm=20x10-3m d=4mm=4x10-3m; r=2x10-3m P=100N
Q: Determine the force in member BC and indicate if tensile or compressive. 1 kN 1 kN 1 kN 1 kN 1 kN 2…
A: Given, A truss,
Q: e to viscous effects, the "namic pressure is
A: solution of above problem is below:
Q: A confined aquifer has a source of recharge. The hydraulic conductivity of the aquifer is 40 m/day…
A:
Q: A triangular canal of most efficient proportion has a depth of 3 m. What is the hydraulic radius of…
A:
Q: connecting two reservoirs. If the pipe length is 845 m and using 0.021, what is the difference in…
A: Apply Bernoullis theorem P1γw+v122g+z1=P2γw+v222g+z2+hlP1=P2=Patmv1=v2so,z1-z2=hL
Q: QLIn the figure given below calculate the of (H) for the given data: f1= di= L1= F2= D2= L2= QIL/s)…
A:
Q: A rectangular altitude of 2.4 m. The short side of the gate is flushed with the water surface.…
A:
Q: Please complete the solution
A:
Q: Q2: For the soil profile and loading condition shown in Figure (2). Find: a) Final consolidation…
A:
Q: Derive an expression of the maximum statical moment of area, Q and its location from the given…
A:
Q: Valuation of real properties may be done in many ways. a.) We expect that on a per-square foot…
A:
Q: PROBLEM 6 A 3-ft-diameter welded steel pipe (f = 0.0135) is carrying 15 cfs of water at 60°F. At…
A:
Q: What are the active earth pressure coefficient and passive earth pressure coefficient of soil, if…
A:
Q: For the beam loaded as shown, write the shear and moment equations then draw the shear and moment…
A:
Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M =…
A:
Q: A prestressed concrete pile 300 mm x 300 mm in cross-section and 10 m long is driven in clayey soil…
A:
Q: what is the difference between confined and unconfined aquifer?
A: Aquifer:- Aquifer is a water bearing formation of the earth. It holds the water as well as yields it…
Q: Find, a. Locate the centroid and centroidal moment of Inertia
A:
Q: see the photo attached
A:
Q: Som
A:
Q: Calculate the runoff (cm) from a rainfall of 3 hours. The intensity of the rainfall is 2 cm/hr. The…
A:
Q: What are the active earth pressure coefficient and passive earth pressure coefficient of soil, if…
A:
Q: A two-dimensional analysis on the flight of an airfoil is shown in the figure. The airfoil shape is…
A:
Q: PROBLEMS 5.4-5.6 Draw the shear and bending- moment diagrams for the beam and loading shown. B L…
A:
Q: 6. In figure, the coefficient of friction is 0.20 between the rope and the fixed drum and between…
A:
Q: Problem: Design a two way slab using the Coefficient Method considering an interior panel (Case 2).…
A: Given Data from the problem: Dimensions = 4.5X5.5 m f'c = 24 MPa Fy = 276 MPa
Q: 2–31. The beam is subjected to the two concentrated loads as shown. Assuming that the foundation…
A: Above problem can be solve using equilibrium condition
Q: 3. Complete the table and sketch the traverse, assuming no measurements were obtained for line EF.…
A:
Q: QLIn the figure given below calculate the of (H) for the given data : H. fi- di- F2 D2= L2 QIL/s)…
A:
Q: CALCLULATE THE FEM OF THE FOLLOWING USING THREE MOMENT EQUATION. /2- L/2-
A: Solution-Determining the FEM The diagram is shown below
Q: 2.107 How many bridge hands are possible contain- ing 4 spades, 6 diamonds, 1 club, and 2 hearts?
A: Given, number of spades =4 number of diamonds =6 number of club =1 number of hearts =2 Total cards =…
Q: 3-6. Determine the force in each member of the truss. Indicate if the members are in tension or…
A: Determine the force in each member of the truss. Indicate if the members are in tension or…
Q: = shown in the figure below. They are connec orce F is applied at the origin along vertical d e…
A: solution of above problem is below:
Q: Intersection return at First Street,
A: Since you have asked multiple question, we will solve the first question for you. If you want any…
Q: Solve for reactions at pin C. (Answer: Ax, Ay: No units) 30° A В C 800 lb/ft -15 ft- -15 ft
A:
Q: What are the active earth pressure coefficient and passive earth pressure coefficient of soil, if…
A:
Q: The magnitude of the vertical reaction force at support A is most nearlyr 15 N a) 1.3 kN b) 5.0 kN…
A:
Step by step
Solved in 2 steps with 2 images
- Convert the following air pressure readingsfrom cm H2O to Pa.a. 1.5 cm H2Ob. 3.7 cm H2OGiven the following conditions: air permeability (k) = 10−7 cm2, radius of extraction well (Rw) = 5.1 cm, radius of vacuum influence (RI) = 12 m, vacuum pressure (Pw)=0.90atm (i.e., 9.09×105g/cm-s2), and air viscosity = 1.8 × 10−4 g/cm-s. (a) Find the airflow rate per unit thickness of well screen Q/H by using graphical solution and applying equation solution to verify. (b) If the well is screened to the entire contaminated zone of 5 m, what is the airflow rate in cfm? Does this flow fall in the ideal range of 100–1000 cfm?An oil of specific gravity 0.89 is flowing through a horizontal venturimeter fitted to a 242 mm diameter pipe at the rate of 108 liters/s and throat diameter is 98 mm. The entrance and throat of the venturimeter are connected in the two limbs of a U-tube mercury manometer. The difference in mercury level shows 841 mm. Calculate (i) the head difference in m of oil, (ii) the theoretical discharge in m3/s, (iii) the actual discharge in m3/s, and (iv) the coefficient of discharge of a venturimeter. If instead of a U-tube mercury manometer, the pressure gauges are inserted at the entrance and throat of venturimeter. Find (v) the pressure at the throat in N/mm2, if the entrance pressure gauge shows0.13 N/mm2.
- A tank contains three liquids; kerosene (s= 0.80), crude oil (s=0.90) and sea water (s=1.05) with depths of 0.60 m, 0.40 m, 0.80 m respectively. An orifice 100 mm diameter is located at the bottom with a discharge of 29 L/s. Knowing that the diameter of tank is 1.2 meter. Determine the the time to remove both sea water and crude oil only. a. 34.5 sec b. 62.3 seconds c. 70.2 seconds d. 63.6 seconds e. 59.8 seconds.A hydraulic jack contains 2.0 litres of oil as the working fluid. The compressibility of the oil is 1.98 × 10^-10/ Pa. Given that,compressibility of a liquid = 1/ bulk modulusof the liquid Calculate the absolute decrease in the volume of the oil when it is under a constant pressure of 1.50 × 107 N/m^2.HYDRO EXPERIMENT NO.3 4. A 100 mm diameter orifice discharges 45.34 li/s liquid under a head of 3.60 meter. Using a vernier caliper, the diameter of the jet at the vena contracta is found to be 87 mm. Calculate Cv, Cd, and Cc.
- The water flow of 35,000 Liters/min was developed into a booster station with a pump installed rated as follows: Pressure at Discharge side= 4.18 bars, 850mm above the pump C.L Suction Pressure= 220mmHg vacuum , 425mm below the pump C.L Pipe Dia @ suction=16 inches and Pipe Dia @ Discharge 12 ½ inches. 1. Draw the illustrative diagram 2. Calculate the Head at discharge, Velocity Head, Elevation Head and the Total Head of the Pump.A 12-inch by 6-inch Venturi meter is installed in a vertical pipeline carrying water as shown inthe Figure C. The flow is upward through the meter. A differential manometer containing fluid,with sp.gr 1.67, is attached to inlet and throat, the difference z in gage levels being 5.76 ft.Neglecting loss of head, write energy equation from inlet to throat of meter. Also write stepby step equation of the differential gage between inlet and throat and combine the twoequations to compute the discharge46. Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as follows: a. Determine the water surface elevation, in meters, of reservoir B for the flow to be possible. Round off to two decimal places. b. Determine the flow in Line 3 in L/s. Round off to two decimal places. c. Determine the headloss, in meters, in Line 1. Round off to two decimal places.
- Assume Cc=0.62 and cy=0.98, calculate the discharge through a 120-mm diameter orifice under a head of 6.5 m of oil (SG=0.88).An open cylindrical tank 2m in diameter and 4m high contains water to a depth of 3m. It is rotated about its own vertical axis with a constant angular speed w. If w = 4 rad/sec, what is the volume of liquid spilled? Unit of the Correct Answer: rpm Decimal Places required in the final answer: 2An open rectangular tank 2m by 2m and 3.5m high contains 3 layers of liquids with specific gravities of 1.3, 1.0, and 0.9, and heights of 1.0m, 1.5m, and 0.5m respectively. An opening with an area of 25 cm2 and coefficient of discharge of 0.711 is situated at the bottom of the tank. 1. How long will it take to discharge the bottom layer of the liquids? in seconds 2. What is the total time to discharge the bottom and the middle layers of the liquids? in seconds 3. What would be the total time to discharge all the liquids? in seconds