An open rectangular tank 2.2m in length contains 16m^3 of gasoling (sg=0.70) and 23m^3 of water. The fluid is arranged in two stable layers. Determine the total hydrostatic force(kN) on one of the two smaller vertical sides of the the tank.

An open rectangular tank 2.2m in length contains 16m^3 of gasoling (sg=0.70) and 23m^3 of water. The fluid is arranged in two stable layers. Determine the total hydrostatic force(kN) on one of the two smaller vertical sides of the the tank.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter7: Seepage

Section: Chapter Questions

Problem 7.1P

See similar textbooks

Related questions

Q: In the fig. shown, find the safe load that can be supported by the rivet with a diameter of 0.5 in.…

Q: Answer the following questions based on the given information in the table and further calculation…

A: Given, Stress strain data

Q: Prob. 4.3-13. The solid circular shaft in Fig. P4.3-13 is sub- jected to a distributed external…

Q: Determine the force in each member of the Warren truss shown in Fig. 4.19(a) by the method of joints

A: To find force in all members of the truss

Q: 60 N 45° Ţ 2 m 2 m 40 NY 1 m 2 m 50 N 5 m 0 y 140 N.m 80 N 30° 1. the magnitude of the resultant…

A: solution is attached below

Q: -ismattiic cc : The following readings were observed in close traverse with a ismatic compass. Where…

Q: Q5/ In the plan below there is a conventional U shape stair, the distance between slabs is 3.00 m.…

Q: C/ Find the tread width.

Q: PLS ANSWER ASAP Use Method of Consistent of Consistent Deformation to solve the horizontal reaction…

A: Consistent Deformation Method : The consistent deformation method is also known as force method of…

Q: Problem 2. Gasoline is being discharged from a pipe as shown. The pipe is made of staved wood (ks =…

A: Given :

Q: A R₁ -2m- B 10 20 -6m- Im 2 10 kN/m C R₂ 20 -2m- -30 -20 D

A: (a) Determine the magnitude, type and location of the maximum flexural stress (b) Determine the type…

Q: 9-14. The state of stress at a point is shown on the element. Determine (a) the principal stress and…

Q: 25 P₁ 45 P2 B () 45 P2 D 25 P₁ 45 P2 E 6 panels @ 3.0 m = 18.0 m 43 P₂ 25 P₁ w0'9

A: Solution: Here it is a symmetric section and the loadings also symmetrical. Hence it is enough to…

Q: 4okN /20 kN 2o kulm 11197191 7. set the internel forces eguetims 1- AD 2- DB 3- EF Draw S.F.D. Chd…

A: Set the internal forces equations in zones 1- AD 2- DB 3-EF Draw S.F.D. and B.M.D.

Q: External support reactions: RA= RC = RF = The shear and moment at point B are The moment at point C…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: If the excavation depth is about 5ft and the soil is cohesive, where the site area is adjoining…

A: If sloping or benching is utilized as the support system during excavation, the slope of excavations…

Q: 3 4 5 the limiting diameter thickness ratio "D/t" of hollow circular section in flexure for compact…

A: Answer: We know from AISC Manual section B4.1 deals with classification of sections for Local…

Q: A: The following angles were measured while surveying a closed traverse ABCD in a clockwise…

Q: A gas is stored in a cylindrical tank of inner radius 12m and wall thickness 75mm. The gauge…

Q: The followings are the observed bearings of lines- Line F.B. AB N 74° E BC S 89° E CD S 14° W DE S…

Q: Draw the shear and moment diagrams for the shaft, and determine its required diameter to the nearest…

A: Data given:σallow= 30 ksiτallow= 15 ksiSince the value of P is not provided in the question,…

Q: AW410 x 60 standard steel shape is used to support the loads shown on the beam in the figure. Assume…

A: Maximum Stress: The maximum stress that a material can withstand when the load is acted upon it is…

Q: A temporary benchmark has been established at the soffit of a chejja on a window opening, and its…

A: Given data: Elevation of soffit of chejja, R.L. of T.B.M = 102.405 m Backsight used with inverted…

Q: loft * loft 2k/ft 40 K 30 ft C 10 ft 10 K E 30ft EI - CONSTANT E = 10.000 ksi I = 3,000 inª

A: In the given frame combination of vertical and horizontal lateral loads are shown. The frame is…

Q: A triangular pipe network is shown in the figure. Q=100 A r=1 B Q=70 r=2 The head loss in each pipe…

A: Given- head loss hf=rQ1.8values of r-for AB=1for BC=2

Q: P1 A 40-mm diameter, 500-mm length shaft is drilled, for a part of its length L1, to a 20 mm…

A: SolutionGiven datadiameter of shaft do= 40 mmlength of shaft L =500 mmfor length L1 , diameter d1…

Q: Determine the coordinates of the mass center of the welded assembly of uniform slender rods made…

Q: Vertical Reaction at Support B (KN) Note: El is constant, no support settement. Kam k 2m3m 364.79…

A: Given A beam Required Vertical reaction at support B

Q: B A 150 mm 50 mm

Q: 8. Consider a projectile motion in two dimensions. Let the muzzle velocity of the projectile be vo =…

A: Given data: Consider a projectile motion in two dimension The muzzle velocity, vo=300 ms Angle of…

Q: A 3 m thick clay layer is subjected to an initial uniform pore pressure of 145 kPa as shown in the…

A: given- thickness d=3m=300 cmsingle drainage caseCv=0.03 cm2/mintime factor-tv=0.85

Q: Consider the following values in the given beam above: L1 = 6 m L2 = 3 m L3 = 3 m L4 = 3 m L5 = 2 m…

A: Given data

Q: The overhanging beam is supported by a pin at A and the two-force strut BC. (Figure 1) Figure 1 1.5…

A: Given :

Q: ituation 3: If 0 = 30° and T = 6 kN, determine the magnitude of the resultant force acting on the…

A: Here we have to calculate resultant force on eyebolt and it's direction clockwise from x axis.

Q: A BOD analysis was conducted on a partially-treated sewage at 25°C. Only 20% of the volume of BOD…

Q: 05/ In the plan below there is a conventional L shape stair, the distance between slabs is 2.9m/…

A: Solution: Given: Staircase shape: L shape Provide area of stair = 2 m x 3 m Width = 90 cm Assume,…

Q: The amount of CO₂ generated (in kg) while completely oxidizing one kg of CH4 to the end products is

Q: AURS External support reactions: RA= L1 RC = Consider the following values in the given beam above:…

Q: 41. The pipeline shown in Figure P8.41 branches into two Mines as shown. The pipe diameters,…

A: Given :

Q: 22 Situation 1: The 300-lb force is to be resolved into components along lines a-a' and b-b'. a 300…

Q: The net buoyancy force (in Newton) acting on

A: Given data, Density of aluminium alloy, ρal=2600 kg/m3Diameter,d= 100 mm=0.1 m Length,L= 100…

Q: Calculate the reactions at the supports A and B 17 32 ft

A: Given :

Q: 300 mm B 600 mm C 400 N·m 600 mm D 200 N·m A 800 N·m

Q: Selecting insulation, windows, glazings, and products that contribute to airtight envelopes and…

A: Before Insulation, windows, glazings and product that contribute to airtight envelopes and reduce…

Q: 5. The 0.9-kg block moves within the smooth vertical slot. Calculate the constant vertical force F…

Q: 25 A P₁ 45 P2 no to 45 P2 25 P₁ 45 P2 E 6 panels @ 3.0 m = 18.0 m 43 P₂ K 25 P₁ 6.0 m

A: Solution: Here it is a symmetric section and the loadings also symmetrical. Hence it is enough to…

Q: Problem 3. s Plot influence lines for: reaction at A, C and D, the shear at E and moment at D. Where…

A: Using Muller breslau principle provide unit displacement/rotation corresponding to given internal…

Q: A beam with two equal overhangs is loaded by a uniformly distributed load, has length L. Find the…

Q: Q/two tunnels AB and EF are being driven forward until they meet in order to accommodate telephone…

A: WCB: WCB means Whole circle bearing. The bearing that is measured in the clockwise direction with…

Q: The magnitude of shear force (in N) in the cross-

A: Given data, For a loaded cantilever beam of uniform cross-section, Bending moment along the length…

Question

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 images

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

Problem 4. The pipe bend is in a horizontal plane. Oil (s = 0.88) enters the bend with a velocity of 3.50 m/s and a pressure of 280 kPa. Neglecting any energy losses in the bend, find the forces required to hold the bend in place. d = 200 mm d = 80 mm 65°
A wooden storage vat full of liquid with specific gravity of o.75 is in the form of frustum of a cone, 1.5 m in diameter at the top, 3 m at the bottom, and 2 m high. It is provided with steel hoops, one at the top and one at the bottom. Determine:a. The hydrostatic force acting on the side of the container. b. How high is the said force above the bottom
5. Water is siphoned from a large tank and discharges into the atmosphere through a 0.05 m diameter tube. The end of the tube is 0.9 m below the tank bottom, and the height of the tube is H = 2.0 m. 2.75 m %3D (a) Determine the volume flowrate from the tank. (b) Determine the water pressure at the top of the tube. (Assume viscous effects are negligible) I 0.9
... T A 30° 2.5m Water hinge L= 2m In the figure shown, a quarter circle gate AOB is hinged at point B. Force "T" at point A is placed at a 30 degree angle from the horizontal to keep the gate in equilibrium. Determine the following: a) Total hydrostatic force "F" = Blank 1 KN b) Force "T" to make the system in equilibrium = Blank 2 KN Blank 1 Add your answer Blank 2 Add your answer
Water flows at a rate of 120 L/s in a 30 cm diameter horizontal pipe connected to a 20 cm diameter pipe through a vertical reducer bend. The change in water direction of the reducing bend is 120o. The vertical distance between the entrance and outlet of the bend is 1.5 m and the pressure at its entrance is 70KPa. The total weight of the bend material and water contained in it is 90 kg. Sketch the forces involve in the pipe flow analysis
2) An open cylindrical tank contains 2 liquids with specific gravities and depth as follows: Liquid 1: Sı=1.00 di=1.30m; Liquid 2: S2=1.50 d2=1.35m; Liquid 2: S2=1.50 d2=1.35m. Find the pressures along the interface of the liquids and at the bottom of the tank.
a vertical wall separates two different fluids in an open tank. the right side of the tank contains gasoline (SG = 0.3) at a depth of 5m. A rectangular gate hinged 5m high and 3 m wide is located in the wall and hinge at the bottom. Water is poured on the left side of the tank. Determine the total hydrostatic force developed by the oil and its location
2. An oil is flowing between two parallel horizontal plates which are 20 mm apart. The top plate is moving with a uniform speed 0.1 m/s. The viscosity of the oil is 0.1 N.s/m². The velocity at the centerline is 1.95 m/s. Consider the flow to be a fully developed one. a) Derive the velocity profile b) Calculate pressure difference between two points (Pi-P2) 5 m apart c) Find the velocity at 3 mm from the wall of the bottom plates. d) Find the velocity at 3 mm from the wall of the top plates. e) Determine force acting on the bottom wall, (W=10 cm) 0.1 m/s Oil P1 P2 2 cm y 5 m
An open tank is 4 m long and 2 m wide has a 2 m layer of water and 1m layer of oil. the density of oil is 0.8 and the density of water is 1. find the resultant fluid force acting on the right hand side of the tank.
an open rectangular tank 2.2 meters in width and 4.2 meters in length contains 16m^3 of gasoline (sg=0.70) and 23 m^3 of water. The fluid is arranged in two stable layers. Determine the total hydrostatic force (kN) on one of the two smaller vertical sides of tank
As shown in the figure compute the amount and location of the vertical and horizontal components of the hydrostatic pressure on XY SECTOR GATE L=12M 6.5M I 60° 10M Pv P Y W.S PH
A cylindrical tank contains water at a height of 55mm, as sbown. Inside is a small open cylindrical tank containing cleaning fluid (s.g.=0.8) at a height h. The pressure Pb=13.4 kPa gage and Pc=13.42 kPa gage. Assume the cleaning fluid is prevented from moving to the top of the tank. Use unit weight of water=9.79 kN/m^3. a) determine the pressure Pa in kPa, b) the value of h in mm, and c) the value of y in mm.