Comment on the relationship between the depth of the center of pressure and the depth of immersion. Depth of center of Pressure0.1900.1850.1800.175$1700.1650.1600.1550.150Theoretical Depth of Center of Pressure vs Depth of Immersion00.02y = -0.3333x + 0.2R² = 1●0.040.06Partially Submerged********************y=-0.1417x+0.1794R=0.96420.080.10.12Fully SubmergedDepth of ImmersionLinear (Partially Submerged) (m) Linear (Fully Submerged)6......0.140.160.18 x₂x² A-2 A. AStates)FontText Predictions: OnO50.2500.200Depth of center of Pressure0.150(w)0.1000.0500.00000.02Accessibility: Investigate哇~2~田aParagraphExperimental Depth of Center of Pressure vs Depth of Immersiony=0.0897x 0.264R² 0.99650.04●0.06Partially Submerged***** Power (Partially Submerged)*ABDLNormal 1 No Spac.... Heading 10.080.1Depth of ImmersionO"Wy=0.1167x0.155R² = 0.86890.12(m) Fully SubmergedPower (Fully Submerged)AaBbCCL AaBbCcl AaBbCcD AdbHeading 2 Heading 3 Heading 4 Title0.14Styles0.160.183IFocusF48°F ClearB

The center of pressure measured from the free surface, is given by: Cp = hc + IGA.hc Here, Cp is…

Answered: Comment on the relationship between the…

Engineering

Civil Engineering

Comment on the relationship between the depth of the center of pressure and the depth of immersion.

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: The saturated unit weight of a soil is 126.0 pcf. The moisture content of the saturated soil is…

A: Given- saturated unit weight γsat=126 pcf,water content w=18.2% It is needed to find the dry unit…

Q: A canal supplies water to an area growing wheat over 100 hectares. The duration between the first…

A: Given data- Area A=100 ha, Time period B2=120 days, Total depth of water ∆2=35 cm, kor depth- ∆1=12…

Q: Assuming the following velocity distribution in a circular pipe, 1/7 Umax (1-4) ¹7 U = Umax where…

Q: Given S1 = 0.4, SDS = 0.60, SD1 = 0.40, and Risk Category II, determine the seismic design category

A: Given, S1 = 0.4 SDS = 0.60 SD1 = 0.40 Risk Category II,

Q: Find the flow rate of water in cm3 /s if the value of soil permeability is 0.9 cm/s, hydraulic…

A: Soil Permeability K = 0.9cm/sec Hydraulic Gradient = i = 1.25 Diamerter of soil specimen = 175mm =…

Q: SITUATION 33 A 50 cm-long circular rod has a diameter of 10 mm and is acted upon by a 20 kN load…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: What is your proposal to improve the following cases. Why? • 12 meter collapsible soil in the large…

A: Answer ) For the 12 meter collapsible soil in the large area outside the city, my proposal would be…

Q: What are the methologies used to research about environmental impacts of public transportations?

A: Brief concept introduction- Environmental impacts of public transportation- Public transport is the…

Q: A circular footing with a radius of r = 4.0 ft will be embedded D = 2 ft in uniform clay. The top of…

A: Given, Footing radius, r = 4 ft Footing depth, D = 2 ft

Q: A Consolidated-Drained Triaxial Test was conducted on a normally consolidated clay. The results were…

A: a. angle of friction b. shear stress

Q: Find the total true longitudinal strain in the rod.

A: Given. Li=50 mmIt is streched to make a rod of length 70 mmLf=20 mmDetermine the total true strain…

Q: The figure below shows a rectangular gate holding sea water behind it (sg = 1.08). If the water is…

A: Objectives: Determine the magnitude of the hydrostatic force acting on the gate Determine the…

Q: The beam shown is made of a nylon for which the allowable stress is 24 MPa in tension and 30 MPa in…

A: Given : Allowable stress = 24 MPa in tension and 30 MPa in compression. This is a problem of Solid…

Q: What are the final units of the answers

A: final units of the answers

Q: Instructions: Compute the reaction components at A and G and then find the internal forces. Complete…

A: Given Data Determine the support reaction and force in each members.

Q: 4-7. The assembly consists of two 12-mm-diam A992 steel rods AB and CD, a 20-mm-diameter 6061…

Q: retaining wall with measurements A 30m x 12m x 6m was constructed with bricks of dimensions 8cm ×…

Q: The volume of the cement required for 12 m^3 of brickwork in 1:8 cement mortar is approximately…

A: Given Data Volume of brick work (Vbw) = 12 m3 1:8 cement mortar are used Determine the volume of…

Q: A 10 m deep canal is constructed in purely cohesive soil having c = 0-2 kg/cm², 0 = 0°, G = 2-5, e =…

A: Given - Depth of canal, H = 10 m = 1000 cm c = 0.2kg/cm2 = 200 g/cm2 G = 2.5, e = 0.5 Stability…

Q: 1. Locate, and find the magnitude and the position of the resultant R at point A of the forces…

Q: A rectangular concrete beam has a width of 300mm, and overall depth of 480mm, and an effective depth…

A: Given: Width = 300mm, overall depth= 480mm Unit weight of concrete= 23.5KN/m³ Additional dead load=…

Q: 4-61. The distributed loading is supported by the three suspender bars. AB and EF are made of…

Q: 4-82. The 50-mm-diameter cylinder is made from Am 1004-T61 magnesium and is placed in the clamp when…

Q: A sewage lagoon that has a surface area of 8 ha and a depth of 1 m is receiving 7571 m³/d of sewage…

Q: Comment on any relationships noticed in the graphs for Parts A and B. What is the dependency of head…

A: Solution Firstly the loss coefficient, K values in the y axis of part A graph is numerically…

Q: In a simply-supported beam loaded as shown below, the maximum bending moment in Nm is 1000 mm 500 mm…

Q: The time required for a consolidating medium with double drainage to undergo 50% of its primary…

A: Given: Time required for consolidating medium with double drainage to undergo 50 % of its primary…

Q: X-component of velocity in two dimensional incompressible flow is given by u = 2y² + 6xy. If the…

Q: The simply supported beam is loaded as shown below. Determine the maximum bending stress that occurs…

Q: Calculate the support reactions and tension in each part of the cable as shown in figure below. 4 m…

Q: 500 MPa 0.006 120 kN 100 mm 120 kN - 20 mm The tensile load is now removed, and the ends are now…

Q: Problem Statement Based on Problem 5-87 from the textbook. Both pulleys are fixed to the shaft and…

Q: 16 Determine the forces in members CD, DH, and HI for the truss shown. oblem 5.16 B G C H 6 kips D…

Q: The gel space ratio of a concrete sample is given as 589. What is the theoretical strength (N/mm2)…

A: Given that :- Gel space ratio of a concrete sample is defined as the ratio of volume of hydrated…

Q: A certain saturated sand (S = 100%) has a moisture content of 27.9% and a specific gravity of solids…

A: Degree of saturation = 100% = 1 Moisture Content = 0.279 Specific gravity of solid = Gs = 2.61…

Q: Problem 3. Drivers must slow down from 60 mph to 40 mph to negotiate a highway. A warning sign is…

Q: pport the loading P = 15 kN. Dimension of plates to the nearest 1mm. The actions at the supports are…

A: Bearing Stress = 3Mpa Calculate Reaction at each support Applying Equilbrium condition to obtain…

Q: You are asked to design a water softening system to bring following water to a final hardness if…

A: Given, Ca2+ = 240.00 mg/L as CaCO3 Mg2+ = 90.0 mg/L as CaCO3 HCO3- = 268.0 mg/L as CaCO3 CO2= 18.0…

Q: Two footings, rest in layer of sand 3m thick. The bottom of the footings is 1m above the ground…

Q: The maximum stress of a shaft of 100 mm diameter and 2.7 m length subjected to a torque of 125 kNm…

Q: The kinematic indeterminacy of the frame shown is? Hinge ATT C

A: Given- Frame as shown- It is needed to find the kinematic indeterminacy Dk.

Q: How would you solve this frame using slope deflection method

A: Given frame analysis with overhang and udl is acting on it. Intensity of UDL=3 k/ft It is asked to…

Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Answer We need to first find G factors at Joint A and joint B in order to calculate 'Kx' GA = 1…

Q: a. Create a table of stress and strain values. b. Plot these data points, and draw a best-fit…

A: Given: D = 0.5 in Load, lb Strain 2000 47 2500 220 3000 500 3500 950 4000 1111 4500…

Q: A level when set up 25 m from peg A and 50 m from peg B reads 2.847 on a staff held on A and 3.462…

Q: A cut is to be made in a soil for a canal having side slopes of 1: 1 to a depth of 8 m below the…

A: Given - Depth, H = 8 m The cohesion of soil, C = 15 kN/m2 Void ratio, = 0.86 Specific gravity, G =…

Q: From the soil investigation data, determine the factor of safety against liquefaction (FL) of all…

A: Given table of depth layer along with number of blows and unit weight Depth of water table=1.1m Peak…

Q: . The inside wall of a septic tank is finished with 12mm cement plaster with 1 : 4 cement mortar.…

Q: 2-125. Determine the magnitudes of the projection of the force F = {-80i +30j + 20k} lb in the…

Q: Consider the truss shown with applied dead loads. Suppose a live load, going on the same direction…

A: Answer (a) Let us first calculate the reactions based on dead loads Since the dead is acting…

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

Comment on the relationship between the depth of the center of pressure and the depth of immersion.

Depth of center of Pressure
0.190
0.185
0.180
0.175
$170
0.165
0.160
0.155
0.150
Theoretical Depth of Center of Pressure vs Depth of Immersion
0
0.02
y = -0.3333x + 0.2
R² = 1
●
0.04
0.06
Partially Submerged
*********
***********
y=-0.1417x+0.1794
R=0.9642
0.08
0.1
0.12
Fully Submerged
Depth of Immersion
Linear (Partially Submerged) (m) Linear (Fully Submerged)
6
......
0.14
0.16
0.18

x₂x² A-2 A. A
States)
Font
Text Predictions: On
O
5
0.250
0.200
Depth of center of Pressure
0.150
(w)
0.100
0.050
0.000
0
0.02
Accessibility: Investigate
哇~2~田
a
Paragraph
Experimental Depth of Center of Pressure vs Depth of Immersion
y=0.0897x 0.264
R² 0.9965
0.04
●
0.06
Partially Submerged
***** Power (Partially Submerged)
*
ABDL
Normal 1 No Spac.... Heading 1
0.08
0.1
Depth of Immersion
O
"
W
y=0.1167x0.155
R² = 0.8689
0.12
(m) Fully Submerged
Power (Fully Submerged)
AaBbCCL AaBbCcl AaBbCcD Adb
Heading 2 Heading 3 Heading 4 Title
0.14
Styles
0.16
0.18
3
I
Focus
F
48°F Clear
B

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

Table 4: Measurement of Horizontal Distance on Level Ground DISTANCE TRIAL MEAN DISCREPANY PRECISION FORWARD BACKWARD A-1 10 10 2-3 10 10 3-4 10 10 4-5 10 10 74.335m 0.005m 1/1486 5-6 10 10 6-7 10 10 7-B 4.34 4.33 2. The discrepancy for the measurement is the difference between the first measurement and the second measurement.
The following readings were taken with a level and 4 m staff. Draw up a level book page and reduce the levels by the height of instrument method and Rise and Fall Instrument. STA B.S I.S. F.S. Н. R.L. BM1 0.74 101.75 1 0.89 1.765 3 2.17 CP1 0.375 2.95 1 1.888 2 1.181 СРЗ 0.474 2.07 1 1.177 2 1.217 СР4 0.617 3.125 1 0.67 2 0.704 BM2 1.74 Σ
PROFILE LEVELING. Complete the following set of profile level notes and show the customary arithmetic check. Plot the profile diagram using any scale you want. STA BS HI FS IFS ELEV ВМ — а 1.24 234.51 m TP – 1 1.11 3.40 1 + 00 4.6 + 25 + 50 + 75 ТР - 2 2.7 3.6 2.4 3.21 2.46 2 + 00 1.2 + 25 3.2 + 50 ТР - 3 2.8 3.06 2.74 BM – b 2.40 IN/3
Q3/ The following is an incomplete page of level book in which (?) indicates missing Entry line. Calculate all the missing entries and complete the page of level book. also give the usual arithmetical checks. Station A B C D E F G CHECK B.S. 3.22 2.405 2.14 I.S. F.S 3.78 1.535 1.515 Σ BS- Σ FS ? Σ BS- Σ FS= 3.46 1.175 0.98 ? ? Rise (+) ? ? ? ? ? ERISE- > FALL ? ERISE-FALL = Fall (-) ? ? ? RL 350 ? ? 350.63 ? ? ? L.RL-F. RL L.RL -F. RL= Remarks BM T.P.1 T.P.2 ?
4/ The following is an incomplete page of level book in which X indicates missing Entry line. Calculate all the missing entries and complete the page of level book .also give the usual arithmetical checks. Station A BU C D E F G CHECK B.S. 2.560 1.95 I.S. Σ BS- Σ FS= 3.54 3.20 2.34 2.44 Σ BS- Σ FS F.S 1.26 3.46 RISE X X X FALL X X X RL 100 XXX Remarks X X X L.RL-F.RL T.P.1 L.RL-F.RL=
om/courses/25113/quizzes/298739/take/questions/4099528 The diagram shows the cross-section of a creek, with the depths of the creek shown in meters, at 4-meter intervals. The creek is 12 meters in width. 4 m 4 m 4 m b where: a = 2.5m b = 2m 0.6m/s 1hr a.) Use the trapezoidal rule to find an approximate value for the area of the cross-section. Ans: m2 b.) Water flows through this section of the creek at a speed of "c" m/s. Calculate the approximate volume of
ANSWER KEY=D 108.1502m∆h 22.4596mNOTE: these are the exact answers.
3. Complete the differential level notes shown below and perform the customary arithmetic check. Station Backsight Stadia Foresight Stadia Elevation BM1 140.00 1.152 1.117 0.935 | 0.718 0.899 0.662 TP1 2.784 1.904 2.420 1.537 2.057 1.172 TP2 1.713 1.450 1.440 1.177 1.166 0.904 TP3 2.591 2.210 2.094 1.714 1.599 1.218 BM2 a. Find the difference in elevation of TP3 and BM1. b. Find the elevation of BM2
ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LNG EXPLANATION. ANSWER IN 2 DECIMAL PLACES.) 9.82 Compute the ¯Ix and ¯Iy for the annular region.(Ans: Ix = 4.084 × 106 mm4, ¯Iy = 0.816 × 106 mm4)
.co b. amen0/Downloads/MTH%20263%20Exam%202%20(Spring%202021).pdf Highlight ID Page view TA Read aloud VDraw 4. Suppose the position of an object moving horizontally after t seconds is given by the function s = f (t) = -6t3 + 36t2 -54t, where s is measured in feet, with s> 0 corresponding to positions right of the origin. When is the particle at rest? SHOW WORK!!! a. On the interval [0,4], when is the particle moving to the right? SHOW WORK!!! +66 近。 f12 Su Oly I14 144 to 61 4
- 100 80 9 A3 200 1. What is the value of ybar from the 1-1 line 52.69 2. What is the value of centroidal MOI Ixx? 31543447 mm^4 3. What is the value of centroidal MOI lyy? 16794122 mm^4 >
1. Complete the differential level notes shown below, perform the customary arithmetic check, provide a detailed sketch on every instrument set-up, and a detailed solution. BACKSIGHT FORESIGHT STA HI ELEV HAIR RDGS MEAN RDG S HAIR RDGS MEAN RDG S 3.258 BM20 3.015 532.1234 2.833 1.289 3.584 TP, 1.114 3.319 1.002 3.189 5.964 6.647 TP2 5.714 6.556 5.568 6.412 4.845 3.478 TP3 4.602 3.268 4.469 01 0.846 2.298 TP4 0.739 2.048 0.698 1.885 2.222 BM21 2.111 2.000