solve for:BHP²HT²N²When:BHP¹ = 414.14hpHT¹ = 6.56mN¹ = 0.8WHP = 331.31hpTY! The pump in the problem above isinitially running at 900 rpm. If theflowrate is adjusted to 12L/s,calculate the adjusted bhp, andpump head, and change in speed.m/sBHP₂HT2N₂mPoil = 920 kg/m³Voll = 0.1 x 10-³ m²/s• For the k values of minor losses and friction factor, referto our previous lecture handouts.• Attach all necessary graphs or figures in your solution. -VENTENTRANCE20m2mFULLYOPENGATEVALVE+LENGTH:SUCTION=DISCHARGE - 90m=2.5mPIPE DIA:SUCTION LINE75mmDISCHARGE LINE 65 mmSTEEL PIPEPUMPSWING-TYPEP₂0240 kPaCHECKVALVEBUITEMPLYVALVE

Given, S1 = 900 rpm Q1 = 20 L/s Q2 = 12 L/s

Answered: solve for: BHP² HT² N² When: BHP¹ =…

Engineering

Civil Engineering

solve for: BHP² HT² N² When: BHP¹ = 414.14hp HT¹ = 6.56m N¹ = 0.8 WHP = 331.31hp TY!

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter5: Separation Processes

Section: Chapter Questions

Problem 5.6P

See similar textbooks

Related questions

Q: 38. The radius of a horizontal circular curve is 100 m. The design speed is 50 km/h and the design…

A: Given data- Radius R=100 mvelocity V=50 kmphlateral friction f=0.15To Find-Rate of super elevation…

Q: 15m 2KN/m 15m El-Constant Analyze the beam using Moment Distribution Method Draw shear, bending…

A: Given data Three support continuous beam Load of uniformly distributed load throughout the beam (w)…

Q: A timber beam 100 mm wide by 300 mm deep is made by gluing three 100 mm x 100 mm member together.…

Q: From the given cross-section notes, compute the volume of earthworks between the two stations. Width…

A: Data given Width of road way = 10 m Side slope = 2H:1V (assumed for cut and fill) Station 4+480 =…

Q: The total weight of soil sample is 56.7lb and the total volume is 0.5ft3 the dried weight is 48.7lb.…

Q: The three-cistern system in the figure contains water. If L1= 2000 m, f 1= 0.013, D1 1m- L2 = 2300…

A: The length, diameter and the friction coefficient of each pipe is given. Q3=Q1+Q2 ...(1) The…

Q: Determine the effective soil pressure if the soil bearing capacity is 130 kPa and the top of the…

A: The bearing capacity of soil is defined as the capacity of the soil which will bear the loads or we…

Q: In the beam shown, take P1 = 4 kN, P2 = 7 kN, and W1 = 5 kN/m. d) Determine the moment at X2

A: An overhang beam with a load combination of uniformly distributed load and point load is given . We…

Q: Determine: RA KN, RB KN, V Diagram (2 decimal places), Vmax (kN 2 dec), Area V (2 dec), M Diagram (2…

Q: A center-point loading flexural test was performed on a concrete beam with across section of 100 mm…

A: b=100mm d=100mm

Q: A 1 m wide rectangular channel has a bed slope of 0.0016 and the Manning's roughness coefficient is…

A: Given- Width of channel B=1 mBed slope S=0.0016Manning's constant n=0.04flow depth yn=0.5 m

Q: The test driver for the Tar Foot drag racing team rests his coffee cup on the dashboard of his…

Q: A sum of 300,000 is deposited in the bank now. After 10 years, 100,000 is withdrawn from the fund.…

A: Soluiton: Given: Principle = 3,00,000 t1 = 10 years t2 = 10 years withdrawn = 1,00,000 Interest = 8%

Q: A 46-kN axial load P is applied to a short wooden post that is supported by a concrete footing…

A: Given P = 46 KN = 46*10³ N Required Maximum size of footing for average bearing stress of 141 KPa…

Q: Consider two axially loaded columns, namely, 1 and 2, made of a linear elastic material with Young's…

A: Given data- 2 axially loaded columnsE=2×105 MPaSquare cross section areaside=10 mmlength = 1 mTo…

Q: Determine (approximately) the support reaction at point B of the given Frame. D 1200 lb/ft -15 ft…

A: A frame is given as shown in the figure above and it has been asked in the question to determine the…

Q: 4. Determine the reinforcing required for the short column shown using the interaction diagrams. fc…

Q: 1. Assume you are required to provide information that may aid in re-design of SOE building.…

A: In engineering, the component of a structure that connects it to the ground and transfers loads from…

Q: The water is flowing through a P, 39.24 N/cm D, 20 cm Problem 6.4 pipe having diameters 20 cm and 10…

A: Given :

Q: a) Assuming reactants all contact surface at P, Q, R and s. але то они Деня шле не ни А ярнече А аnd…

A: Solution: Free body diagram:

Q: What are the recommended rates of data collection in a rapid static survey?

A: Static Survey:- A relative positioning method called "static surveying" uses two or more fixed…

Q: Determine the vertical reaction at A. Hinges at A and B are the same in elevation. 40kN 55kN (A) +50…

Q: void ratio of 0.35. it was also found out that the porosity is 23%, moisture content is 12% and…

Q: Draw the influence lines for (a) the vertical reaction at A, (b) the shear at C, and (c) the moment…

Q: A laboratory test on a suspension of a solid in a liquid gave the following information: 100 mm…

A: Given, critical time = 95 min Original height = 100 mm

Q: . All dimensions are in mm (Hint: All centroids on the left and below the positive x and y axes will…

Q: The rate at which a population P increases in any country is proportional to the present population.…

Q: Situation 4: A uniform 80-m pipe that weighs 960 kN is supported entirely by a cable AB of…

Q: circular footing is 2.73 meters in diameter. The bottom of the footing is 2.75 m. below the ground…

A: Diameter of footing = D= 2.73m Depth of Foundation of Footing =Df= 2.75m Moist unit weight of soil =…

Q: 9 kN 12 kN E 5 m F BO 5m K G C -5 m L H D 4 m + 4 m

A: A frame arrangement is given in figure as shown above and it has been asked in the question to…

Q: Question- It is proposed to drive H-piles upto a depth of 7 m. The average surface area is 3 m² per…

A: Given- depth=7 msurface area=3 m2/lengthfriction angle=32oγ=16 kN/m3 & 19 kN/m3

Q: A sample of dry soil is coated with a thin layer of paraffin and has a mass of 460 g. It displaced…

Q: It is the main reason why there is a deflection in the beam. A. Torsion B. Shear Force C. Bearing…

A: Beam Deflection- Deflection is the degree to which a particular structural element can be displaced…

Q: Q5).The following angles and distance were measured in the closed loop traverse (ABCDEFA), Draw the…

Q: Please round to the nearest One Tenth (i.e., 0.1). No comma! Moist unit weight of soil, gamma = 108…

Q: Shortages of building and construction materials, including cement, aggregates, steel, bricks and…

Q: The actual velocity in the contracted section of a jet of liquid flowing from a 50mm diameter…

Q: 2. Two rods connected as shown carry a vertical load of 20 kN. Rod AB is a steel rod with E = 2 X10³…

A: Given data EAB = 2 × 105 N/mm2 EBC = 7 × 104 N/mm2 LAB = 3m = 3000 mm LBC = 2m = 2000 mm A =…

Q: What are the issues that can be resolved in this staging project? Explain 6 main issues with…

A: Time, scope and budget are the main 3 criteria's to be considered for a project management. We are…

Q: The simply supported beam loaded as shown in Figure 2 is made of W18 x 97. The uniform load that it…

A: Simply Supported Beam : A simply supported beam is having two supports each at end of the beam and…

Q: Water flows through a 1950ft pipe 6 inches in diameter at 3 cfs. find the headloss (ft). using…

Q: Using the Portal Method, determine the Moment Reaction at point B of the given Frame. Answer should…

A: Given data:

Q: The radius of a horizontal circular curve on a highway is 120 m. The design speed is 60 km/hour, and…

A: given- R=120 mdesign speed V=60 km/hrf=0.15

Q: Question 2 Each member of the truss shown is made of steel and has the cross-sectional area shown.…

A: Castigliano's Theorem : Alberto Castigliano who is an Italian engineer developed a method of…

Q: From the given cross-section notes, compute the volume of earthworks between the two stations. Width…

Q: Determine the z-coordinate of the mass center of the homogeneous paraboloid of revolution shown.

A: Given: r= 8in. and h= 20in.

Q: The discharge in a channel with bottom width 3 m is 12 m³ s. If Manning's n is 0.013 m-3 s and the…

Q: Each Member of the truss is a uniform 20-ft bar weighing 400 lb. Calculate the average tension or…

Q: The equivalent sound power level (in dB) of the four sources with the noise levels of 60 dB, 69 dB,…

A: given- noise levels-60 dB69 dB70 dB79 dB

Q: A cank initially contains 10 kg of salt in 50 liters of water. Pure water enters at a rate of 2…

A: Solution: The differential equation of the mixing tank: dqdt=riCi-roqtvt given, q(0) = 10 kg ri = 2…

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

solve for: BHP² HT² N² When: BHP¹ = 414.14hp HT¹ = 6.56m N¹ = 0.8 WHP = 331.31hp TY!

The pump in the problem above is
initially running at 900 rpm. If the
flowrate is adjusted to 12L/s,
calculate the adjusted bhp, and
pump head, and change in speed.
m/s
BHP₂
HT2
N₂
m
Poil = 920 kg/m³
Voll = 0.1 x 10-³ m²/s
• For the k values of minor losses and friction factor, refer
to our previous lecture handouts.
• Attach all necessary graphs or figures in your solution.

-VENT
ENTRANCE
20m
2m
FULLY
OPEN
GATE
VALVE
+LENGTH:
SUCTION=
DISCHARGE - 90m
=2.5m
PIPE DIA:
SUCTION LINE
75mm
DISCHARGE LINE 65 mm
STEEL PIPE
PUMP
SWING-
TYPE
P₂0240 kPa
CHECK
VALVE
BUITEMPLY
VALVE

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

What is the required pump power (Pa) for the system below? The source reservoir is on the right side of the figure The outflow is released as a water jet to the atmosphere (on the left) Discharge rate is 0.11 m3/s Pipe total length is 180 m Pipe diameter is 0.2 m Friction factor (f) is 0.01 Minor losses are negligibleCHOOSE ONE: 25 KiloWatt 169 KiloWatt 269 KiloWatt 112 KiloWatt
pls answer asap for my hydraulics course. A 30 cm diameter pipe is connected by a reducer to a 10 cm diameter pipe. Points 1 (on the 30 cm diam.) and 2 (on the 10 cm diam.) are along the same elevation. The pressure at 1 is 250 kPa. The flow is 30 liters per second and the energy lost between 1 and 2 is equivalent to 20 kPa. Compute the pressure at 2 if the liquid flowing has a specific gravity of 1.50.
Theflowrateofwaterthroughacastironpipeis5000GPM.The diameter of the pipe is 330mm, and the coefficient of friction is f=0.0173. What is the pressure drop over a 30m length of pipe
Operating conditionsDetermine the operating conditions (HP, Q, ep, and Pi) of a pump capable of moving water (68°F) from reservoir A (water surface elevation = 102 ft) to reservoir B (water surface elevation = 180 ft). The 12” diameter pipe connecting the two reservoirs has a length of 8700 ft. The pump characteristics are given in the graph; plot the system curve on this graph and include with your solution. To calculate friction loss, assume fully turbulent conditions with e = 0.006 ft, and include minor losses for a square-edged entrance and submerged exit. Also verify that the pump efficiency obtained from the pump characteristic curves corresponds with the pump efficiency obtained from the power equation (? =????; note that 1 HP = 550 ft-lb/s). Then repeat the calculations for 50 years from now when e has increased to 0.04 ft. Plot the new system curve on the graph and verify the new efficiency.
Plz, solve all the parts of this problem. Use Excel sheet. Reg.No: 5395 Hydraulics A rectangular channel carrying 30 cfs has a bottom width of 4 ft. Manning roughness coefficient is 0.0a, where a = last digit of your registration number. Assume ten different depths of the flow and DEVELOP a specific energy diagram, using Excel sheet, for the given flow in this channel. Show (CLO3) 1) All the alternate depths and the corresponding energies. 2) The critical flow parameters. 3) Relationship between specific energy and the depth of flow for no velocity in a given channel
Q No. 3: A six-centrifugal pumps delivers 0.1 m3 /s against a total head of 480 m. What is its specific speed if it routes at 1450 rpm? What type of impeller would you recommended for the pump? Draw velocity triangles for centrifugal pump at inlet and outlet. Drive expressions for power input, power output and efficiency for Francis turbine using flow velocity triangles. Note : Need Neat And Clear Solution on Urgent Basis. Please Solve According To Statement Of Question.
2.A 25–mm diameter commercial steel pipe,50 m long,isused to drain an oil tank. Determine the discharge whenthe oil level in the tank is 5 m above the exit of the pipe.Neglect minor losses and assume f = 0.12.
The water system in a suburban area consists of an old 9-inch pipeline 2392 ft. long which conveys water from a pump to a reservoir whose water surface is 332 ft. higher than the pump. Water is pumped at the rate of 2.86 cfs. Determine the horsepower saved by replacing the old pipe with a new 13-inch pipe. Assume the values of f as equal to 0.042 and 0.016, respectively, for the old and new pipes. Neglect losses of head except friction head.
Given:Q = 28 lit/sKc = 0.40Kb = 0.5Ke = 0.40Pipe diam = 10 cmFriction factor = 0.037 1.) From the given data of Figure 1: a) Calculate the value of H. b) If a straight pipe is used from A to B, determine the new value of the discharge in lit/sec.
Two water pumps are arranged in series. The performance data for both pumps follow the parabolic curve fit Havailable = H0 − aV.2 . For pump 1, H0 = 6.33 m and coefficient a = 0.0633 m/(Lpm)2 ; for pump 2, H0 = 9.25 m and coefficient a = 0.0472 m/(Lpm)2 . In either case, the units of net pump head H are m, and the units of capacity V. are Lpm. Calculate the combined shutoff head and free delivery of the two pumps working together in series. At what volume flow rate should pump 1 be shut off and bypassed? Explain.
Questions #1 Water flows at the rate of 0.16 L/s through a 200 mm diameter pipe. If its Viscosity is 1.15x10^6 m^2/s what is the type of flow? A. Subcritical B. Turbulent C. Supercritical D. Laminar Questions #2 From the steel pipe network shawn in Figure, the supply of water is 350 lit/sec. Calculate the following: a) Rate of flow of water in pipe 2 in Lit/s ( A. 151.7 , B. 198.3 C. 167.2 , D. 175.1) b) Rate of flow of water in pipe 4 in Lit/s ( A. 151.7 , B. 198.3 C. 175.1 , D. 198.3)
A circular orifice of 50 mmdiameter is fixed to the end of a water pipe of 75mm diameter. The gauge pressure in the pipe is70 kPa. The flow out of theorifice was measured as0.017 m^3/second. Theactual jet velocity wasmeasured by pitot tubewith a value of 12 m/s.a. Determine Cv, Cc and Cd.b. Calculate the head loss.