Re = 2* 106e/d = 0.04Find f?0.1f0.03-0.008Laminar Blow64Rei-i (Re)Critical zoneMoody's DiagramTransition Zone20001-1 (R. c/D)Smooth pipef-f (R.)R.Fully Turbulent zonef-f(t/D)2×10⁰BEVERAL GERHARERe-2x10E/D=0.04f=?Ans = 0.03-0.050.0312/D0.0041080.00001Activate VUNE

We are given Re = 2 *106 ε/D = 0.04 Calculations shown in step below

Re = 2* 106 e/d = 0.04 Find f? 0.1 f 0.03- 0.008 Laminar Bow 64 Re f-i (Re) Critical zone Moody's Diagram Transition Zone 2000 1-1 (Re/D) Smooth pipe f-f (R.) R. Fully Turbulent zone f-f(t/D) 2×10⁰ PER BEVERAL GERHARE Re-2x106 E/D=0.04 f=? Ans = 0.03 -0.05 0.03 2/D 0.004 108 0.00001 Activate V

Re = 2* 106 e/d = 0.04 Find f? 0.1 f 0.03- 0.008 Laminar Bow 64 Re f-i (Re) Critical zone Moody's Diagram Transition Zone 2000 1-1 (Re/D) Smooth pipe f-f (R.) R. Fully Turbulent zone f-f(t/D) 2×10⁰ PER BEVERAL GERHARE Re-2x106 E/D=0.04 f=? Ans = 0.03 -0.05 0.03 2/D 0.004 108 0.00001 Activate V

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: V. 10-) % of bouy above the liquid surface %3D (-) X100 :: above thu liguid Volume above liguid = V-…

Q: A S floning upward through a venturi meter as shonn- O.984. What is the Qwnssy rate of flow…

A: Solution: 2 part solution: Given Data: Discharge coefficient=0.984 Flow rate (Q)=? Glycerine, s=1.26…

Q: 0 st 2024 Home Dashboard My courses 1 d out of elearn.just.edu.jo ? O Water flow through this pipe…

Q: 3.57 m 5.12 m 2.53 m 3.26 m 4.26 m 6.09 m| BM1 ELEV = 232 m ТР1 ТР2 BM2 Station BS HI FS Elevation…

A: To find :- elevation of station BM-2 and to fill out the table.

Q: Determine the oil surface elevation at section 1. Ⓡ Elevation=1 -60 m Oil, S-0.9 v= 3 x 10-5 m²/s…

A: Specific gravity of oil, S=0.9Kinematic viscosity, ν=3×10-5 m2/ske=0.5ks=0.045Discharge, Q=0.03…

Q: Problem #3 12 kN/m El = constant E= 70 GPa I= 210x10 mm* Required: 6max OA 0B %3D C A. 3m 4m

A: Moment equation:Mx=-12x22+12x-322Mx=-6x2+6x-32so, using double…

Q: 3. Determine the pressure in point 1. Il axdc026360.roc2.blindsidenetworks.com is sharing your…

Q: w kH m 2.0m PIN 15KNM 15 KN•m 2.0m RAX=24 KN 15KNM C 2.0 Roller. Find the value of w 4m Rc Ray 8m

Q: & Water flows in a 2an dia pipe, Calculate the largest discharge upto which flow will be definitely…

Q: Solve the ff. Using CONJUGATE-BEAM METHOD ANSWER ASAP pls. Provide complete solution, I'll rate.…

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: 6-106. The bucket of the backhoe and its contents have a weight of 1200 lb and a center of gravity…

Q: Calculate the Size of 5Yuar P, C = 0.09 mm and the averaje vela in the PiPe if it must Carr) (o. 27…

A: Step 1: e =0.09mm v =0.27 m3/s γ=10^-5 m2/s hL = 6 m per 300m length

Q: klater at a9ok floos throu h tube of diameter |-8mm voils a pressure drop of 200N/m². he vir Cosily…

A: Given that: Diameter of tube, D = 1.8mmPressure drop, P = 800 N/m3Viscosity of…

Q: A rain gutter is subjected to a 30# force at C as shown. Determine the moment developed about A and…

Q: As- 1400 mm

A: Given: Ast = 1400 mm2 Pi = 1500 MPa LL = 6 kN/m f'c = 40 MPa L = 20 m To determine: Vci and Vcw at a…

Q: QL For water flow shown if Energy Line at Point(2) is (1 Sm), Find :- Pe Zometric head at Point 1 O…

A: Given Total energy head at point 2 = 1.5 m d1 = 300mm = 0.3 m d2 = 150 mm = 0.15 m To Determine…

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: ) Using the table below, determine the stability class (A-F) of the following conditions: (a) ground…

Q: IN PRO a) EACH BLEMS CALCULATE 95 10m V s 450 -20. 100 KN - 100 KN 10m DRAW ALL T THE 1-3-f 20m…

A: given data,bemas are given solving first threea)b)c)FINDreactions

Q: etramine Ke Strain if tuss is 20N/m and E50 Nlem

Q: OIL WITH SP.GR. 0.95 FLOWS AT 200 ? ??/??? THROUGH A 500 METER OF 200 MM DIAMETER PIPE (? =0.0225).…

A: Given :- flow rate = 200 L/s = 0.2 m3/s Length of pipe = 500 m Friction factor…

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 results of a CPT test performed for a commercial site are presented in the image (You already…

Q: loving to another question will save this response. con 37 A pressure gage 10.82 m. above the bottom…

A: Given data in question. Pressure Heigth above the base To find out Density of fluid Note…

Q: 8 a lonj 191 to o S

Q: 1.find interval latidude

Q: Example: A k E = 2*10³ kN/m² I = 1 *10-4 m4 20 kN/m 4m Required: AB Ο 21 * 2m C * QAD nswers in…

Q: H.W A triangular open channeL wi th (o.25.) depth and 60 angle conveys water. i fthe bed slope is…

A: Chezy's equation : Chezy's formula explains the mean flow velocity of turbulent open channel flow in…

Q: Problem #3 12 kN/m El = constant E= 70 GPa B I= 210x10 mm Required: 8max 0 OB 3m 4m

Q: Calculate Tension CD. 2m 3.5 m B Y 250 N -2 m---2.5 m f1.5 m- 500 N

Q: HW # 6 kN/m 80 2 120 3 EI= 2x10 KN• m² Direct KN 90 KN•m Integration 0₁² = OB Scenter = Method

A: Slope at end A and B And deflection at center

Q: Oil, with S = 0.85, and v = 1.8×10 m/s, flows at a rate of 2.0L/s through 500m horizontal and smooth…

A: First check whether the flow is laminar or turbulent using the value of Reynolds number. If…

Q: PROBLEM 03: Glycerine (SG = 1.26) flows through a pipe AB 48" in diameter at 10 fps and then passes…

Q: resultant couple moment. 10 kN 4 3. 4 m- 1 m B 1 m 3 45 10 kN

A: Couple moment is the Force multiplied by perpendicular distance between them.

Q: Three piezometers have been installed in the confined aquifer having a uniform thickness of 4.6 m.…

A: (a) Define ix and iy. as the hydraulic gradients in the x and y directions respectively. Evaluate…

Q: Oil of viscocity 0.00048 Pa.s and specific of 1.5 m/s in shearing stress gravity 0.90 flows with a…

Q: 135 kN 90 kN 2 m 0.7 m 1 m 25 kN/m A B Rp=192.1 kN Rp= 100.4 kN ΕΙ ? When mix deflection 50 mm

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

Re = 2* 106
e/d = 0.04
Find f?
0.1
f
0.03-
0.008
Laminar Blow
64
Re
i-i (Re)
Critical zone
Moody's Diagram
Transition Zone
2000
1-1 (R. c/D)
Smooth pipe
f-f (R.)
R.
Fully Turbulent zone
f-f(t/D)
2×10⁰
BEVERAL GERHARE
Re-2x10
E/D=0.04
f=?
Ans = 0.03
-0.05
0.03
1
2/D
0.004
108
0.00001
Activate V
UNE

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: Given data

VIEW

Step 2: Calculation of 'f'

VIEW

Solution

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

A fluid of specific gravity 0.8 and dynamic viscosity 15 x 10-*Pa s is flowing in a 15mm diameter straight galvanised iron pipe (e-0.3mm, C=130) of length 160m. The flow velocity is 0.163 m/s. Calculate the driction head loss using Darcy Weisbach and Hazen-Williams formula cs Scanned with CamScanner
Is it 49.3 kN down or up???
o T ☺ ť Two channels have the same cross-sectional area, but different geometry, as shown. a. Which channel has the largest wetted perimeter? b. Which channel has more contact between water and channel wall? c. Which channel will have more energy loss to friction? 5ft 7.07 ft 10 ft 7.07 ft A B مر ر ل لأعلى لاستعراض الفلاتر إضافة شرح. .. mum < II
ISU ISTINYE UNIVERSITY I STA N B UL dn 30-cm×20-cm block weighing 150 N is to be moved at a constant velocity of 0.8 nled n inclined surface. If a 0 4-mm-thick oil £GIM with a viscosity of 0.012 Pa.s is he blosoetween the block and inclined surface determine the force required for moving Question 1: the block upward. V=0.8 m/s 50cm 30 cm 200 150 N estion 2:
ps. not graded, don't mind the circle
Please show complete solution with FBD.
d1 Water Surface See figure below Pool Level 2 rectangular channel with d1 = 4 ft d2 = 11 ft Q/B= 34.2 cfs/ft average energy slope = 0.00011 bed slope = 0.0012 Calculate AE -1 distance between 1 and 2 -2 d2
8 Calculate the sag, relative to A, of the points C and D in the cable shown in Fig. P.5.3. Determine also the tension in each of its segments. Ans. C– 4.2 m, D – 3.1 m, TAB – 10.98 kN, TBC – 9.68 kN, TCD – 9.43 kN, TDE – 11.0 kN.
Why does the figure in Fh has 2.5 and 4? Even though its not in the given.
2 spa xa noct *3 usinpa x 2 o on ets x a ssat varan x2A a, x Mvac alat V r W yn O Fe 8 *Exercise 1: The gate 90" is suhjected to water pressure as shown in figure. Find (F, and Fy) Water surface 90 Ans. FH - 245.2 kN Fy = 70 kN 5 m
2) 24 4m 5kN Draw B. M.D 10kN/m for he fHbowing, o (EI)is Constent. 2) 21 Analysis of A 2m 6m I ti determiate structures
Find the question, thanx