Use the following data to calculate total circulationpressure and ECD for flow rate of 450 gpm.0600= 640300= 35Mud Weight = 12.9 ppgD/P:D/C:Bit Size = 7-7/8 in.L = 7200 ftL = 800 ftOD=5in.ID=4.276in.OD=7in.ID = 2.5in.Bit Nozzles = 12 - 13 – 13Solve it as Bingham fluid

Given Bit nozzles=12-13-13 dx1 =12 dx2 =13 dx3 =13 Mud Density,P=12.9Flow rate , q=450cd=0.95

Use the following data to calculate total circulation pressure and ECD for flow rate of 450 gpm. 0600= 64 0300= 35 Mud Weight = 12.9 ppg OD=5in. L = 7200 ft L = 800 ft ID=4.276in. D/P: D/C: Bit Size = 7-7/8 in. OD=7in. ID = 2.5in. Bit Nozzles = 12 - 13 – 13 Solve it as Bingham fluid

Use the following data to calculate total circulation pressure and ECD for flow rate of 450 gpm. 0600= 64 0300= 35 Mud Weight = 12.9 ppg OD=5in. L = 7200 ft L = 800 ft ID=4.276in. D/P: D/C: Bit Size = 7-7/8 in. OD=7in. ID = 2.5in. Bit Nozzles = 12 - 13 – 13 Solve it as Bingham fluid

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: For what flow rate in m³/h would a transition to turbulence take place at 100°C? I

Q: A rectangular conduit 450mm by 500mm has a glycerin(sg= 1.20 and =1.36 Pa-s) flowing through at a…

A: Given b = 450 mm , d = 500mm , s.g = 1.20 , Dynamic viscosity = 1.36 pa-sec Q =150 lit/sec

Q: A two-story office building totaling 18783 ft2 is interpreted as a light hazard (200 ft2/sprinkler…

A: The objective of the question is to determine the size of the riser pipe needed for a sprinkler…

Q: 2- Water flow through a venturi meter an inlet dia. 100 mm and throat dia. =50 mm , P at inlet = 70…

Q: The annual demand is 600 550 *Observed inflow adjusted for evaporation and required reieases for…

Q: A vertical cylinder having a circular base of radus and à height of 12 m is Med with water at the…

A: Given height of cylinder= 12 m

Q: Q\ Determine the objective of the experiment then define the hydraulic bench?

A: Note: As per our policy for a multiple question only one question can be solved for other questions…

Q: 9) Given the pump curve below and a system head curve of hp = 88 + 15.1 Q², where hp is in ft and Q…

A: pump curve is given as follows

Q: Topic: Vortex Flow Question 2 The vorticity x at point (1,1,1) for the following flow field is u =…

A: Flow fields given- u=2x2+3y,v=-2xy+3y+3zyw=32z2+2xz-9y2z

Q: The difference in energy grade line between inlet and outlet is 20 cm when Ethyl Alcohol (specific…

A: Given Data: Specific gravity of Ethyl Alcohol is S=0.79. Density of Ethyl Alcohol is given by:…

Q: Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity…

A: minimum velocity of 0.6 m/s, n=0.013 minimum cover above the sewer pipe is 1.5m

Q: Which of the following statements about Energy Grade Line (EGL) and Hydraulic Grade Line (HGL) is…

A: different statements about energy grade line (EGL) and hydraulic grade line (HGL)need to find the…

Q: Observation Length of the pipe (1) = 3m Diameter of pipe (d) = 20mm Area of collecting tank (A) =…

Q: 5) Water flows in a rectangular open channel having a width of 2 m with a flow rate of 10 m³/s as…

Q: With the empirical equations below, derive for the head loss equations with respect to discharge.…

A: ANSWER : OPTION a) hf=fLv22gD Rewritten as -->. hf=8Q2fLπ2gD5 where Q - discharge f - friction…

Q: Figure shown below is a gate in the form of circular arc with a central angle of 60° and radius 2m…

Q: 18. Water flows through a horizontal Venturi meter having an inlet diameter of 30 cm and throat of…

A: 18. Water flows through a horizontal Venturi meter with an inlet diameter of 30 cm and throat…

Q: ) Draw the flow pattern of laminar flow around a cylinder with turbulent flow separation.

Q: he pump shown in the figure adds 15 ft of head to the water being pumped when the flow rate is 1.5…

A: Diameter of pipe, Length of pipe, Pressure at A,

Q: Determine the terminal velocity of a raindrop having a diameter of 0.4 mm if the density of air is…

Q: 1. Water flows from reservoirs A and B to point C (discharge to atmosphere) through pipes 1 and 2 as…

A: Given :- Water flows from reservoirs A and B to point C Water Viscosity = 1×10-6 m2/s ks = 1 mm…

Q: Water flows through a horizontal pipe at a velocity of 3 m/sec. Determine the volume flow rate if…

Q: Design the water distribution network given below by using the Hardy-Cross method. Use the…

A: Q - DischargeV - VelocityA - Area

Q: If water at 180°F is flowing with a velocity of 4.50 ft/s in a standard 6-in Schedule 40 pipe,…

Q: Free Jet Flow Head (m) x (m) y (m) dc (cm) do (cm) Cc Cv Cd Qa (m³/s) 6 8 3 1.30 1.5 5.5 6 2 1.25…

Q: Water flows at a rate of 17.0 e/s along a 100 mm diameter pipe AB, which branches at B into three…

A: GIVEN:Discharge =17.0 litre/sec Dia of AB=100mm…

Q: 1. Water at 20°C is flowing steadily in a 25 cm diameter steel pipe at a flow rate of 0.1 m³/s.…

Q: Quèstion 49 Avertical cylinder having a circular base of radius 'r and a height of 12 m is filled…

Q: A 26 0.260 0.270 B 21.6 0.250 C 16 0.180 D 20 0.220 22 0.230 F 26 0.245

A: Above table gives various diameter for pipes and manometric h=levels. from the data given Area, A =…

Q: . Water flows through a horizontal Venturi meter having an inlet diameter of 30 cm and throat of 17…

Q: Pressurized air Prop Hole diameter D L 0.5 ft Water free (y=62.4 lb/ft³) Air jet Water drains from…

A: Given data in question Pressure (guage) Depth of water Hole diameter Unit weight of water To find…

Q: 3. Is the pump likely to cavitate? Support answer with a NPSH calculation approach.

A: Given-a pumping system consisting of a suction pipe and delivery pipe since the question has…

Q: Water is flowing in trapezoidal channel at a depth of 1.20 m with a bottom width of 7.00 m and has a…

A: Froude number: Froude number is defined as the ratio of inertia force to the gravitational force.…

Q: A pump will draw water from a stream (S at elev. 1m) through pipe 1 and lifts it using parallel…

A: Given, Z1 = 1 m Z2 = 43 m Q = 40 L/s NOTE : As per guidelines, first 3 parts are solved. Request…

Q: 1. The total headlost from A to E as shown is 20 m. Use n = 0.011 to all pipes Compute for the…

A: Manning coefficient (n) = 0.011Total headlost from A to E (hfT) = 20m Determinea. Discharge at line…

Q: Question 1 An anaerobic waste stabilization pond is treating poultry wastewater with following…

Q: Find the calculation flow rates of the rainwater channels given in the figure. i-AP/AT, -166.67 i…

A: We need to solve for flow rates in channels using Rational method according to which, Q (m3/s) = C i…

Q: 4. the flow rate in pipe with diamite 15mm and the flow is turbulent .the inematic…

A: As per guidelines we need to answer only first question so please repost rest questions separately

Q: If the duct flow area is 0.5m² and the volumetric flow rate is 2 iters/second what is the average…

A: Given data :

Q: V No.4: AND SAND 20¹ > FIV. 0-361 Ton Cross Section Area: 400 in² K=5.0 x, 10-² cm/sec Find Q Flow…

Q: Q3. Compute volumetric flow rates in each pipe for the given data: Pipe Li (m) Di (cm) Ei (mm) 800 8…

A: Given Data

Q: Oil flows through the system shown in the figure below with negligible losses. Determine the…

Q: Given the properties of the pipelines, together with the elevation of water in the three-reservoirs,…

Concept explainers

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.

Question

Use the following data to calculate total circulation
pressure and ECD for flow rate of 450 gpm.
0600= 64
0300= 35
Mud Weight = 12.9 ppg
D/P:
D/C:
Bit Size = 7-7/8 in.
L = 7200 ft
L = 800 ft
OD=5in.
ID=4.276in.
OD=7in.
ID = 2.5in.
Bit Nozzles = 12 - 13 – 13
Solve it as Bingham fluid

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

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

answer is given just give the solution and right answer.
please step by step thank you sure.
If your final answer is not 1140000 , so it's incorrect.
Fluid mechanics ضهذعسو
Problem 2: Consider the nozzle, below, for which the cross sectional area changes linearly from the base to the tip. Water flows through this nozzle at a constant discharge rate of 0.1 m³/s. What is the A) mean fluid velocity ta point that is 12 cm away from the outlet, and B) the fluid acceleration at a point that is 12 cm away from the outlet? Your solution must include assumptions as well as a sketch of the control volume with open and closed control surfaces indicated along with area vectors for the open control surfaces. 9-cm diameter 36 cm- 3-cm diameter
Water flow through a venturi meter an inlet dia. = 100 mm and throat dia. =50 mm , P at inlet = 70 kpa. And at the throat 75 mm mercury, if the discharge coefficient = 0.95 , find the flow? %3D
Hydraulics
A 600mm pipeline, 1550m long is to take water from a reservoir at elevation 150m and discharge it through a 150mm nozzleat elevation 25m. The pipeline is to be constructed so that at a point X, 200m from the nozzle, the pipe shall be 3m below the hydraulic gradeline. What would be the elevation of the pipe at X and what horsepowerwill be available in the jet from the nozzle? Assume f = 0.023 and no loss at entrance to pipe. Use device coefficient = 0.95. Please use figure when solving.
98.1 kPa EL 47 m EL 35 Butterfly 90° elbows 11. Water is designed to flow in a HDPE pipe of length 267 m as shown in the figure. The flow velocity is limited to 3.3 m/s. By using Darcy Weisbach and Hazen William's formula, determine the pipe diameter and the flow rate. (Ans.: DW: 158 mm, 64.7 liter/s; HW: 153 mm, 60.7 liter/s) Globe
I need the answer as soon as possible
Asap please
Pipe with L=2km, HL (head loss)=96.68m and roughness Ks=0.046mm has flowing water with viscosity v=1*10^-6 (m2/sec). D=75mm. Find the average velocity from Moody Chart. (Handwritten solution)