Using Hazen Plotting position, Fit the Lognormal Distribution.

Q: Below are the measured interior angles of a five-sided figure. Solution in this format: Given:…

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Q: PROBLEM 7 What is the head loss (ft) in Problem 6 if Manning's formula is applied with n = 0.012?

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Q: Distance BD = 12.8 m Distance ED = 7 m Know that the line CB is parallel to the line ED. The width…

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Q: 10. In similitude, Fapplication=Fmodel*3.44 a) True b) False

A: Answer: a Explanation: A model test was normally conducted to determine this particular relation.…

Q: Problem 5 Angles AOB, BOC, and COD are measured on the same angle at point O. Determine the most…

A: GIVEN : Measurement of Angles, number of measurements. REQUIRED : Most probable Angle, MPV

Q: 1)Given the following set of stadia level notes. The instrument used has a stadia and C =…

A: Given Stadia interval, k = 100 C = 0.229 Table with back sight and foresight details, Stadia…

Q: For all the computed values with decimals, use four (4) digits after the decimal. An instrument is…

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Q: Determine the moment of inertia about its horizontal centroidal axis of a T-beam shown. In mmª 600…

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Q: An instrument with K = 92.31 was used for determining the elevation point at D with a stadia…

A: Given:- An instrument with K = 92.31  Stadia intercept = 2.50 m  A vertical angle = 5 degree Stadia…

Q: Find the resultant vector, T , given the diagram below. Round your answer to 1 decimal place. SHOW…

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Q: The transit is set up at A and a stadia vas places at a distance of 184. 20m from A. The stadia…

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Q: 2. A transit with stadia interval factor of 100.8 was set @ C on the line between points A and B.…

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Q: Which one is the CORRECT expression for the horizontal distance between the instrument and the staff…

A: given staff intercept = S multiplying constant= K additive constant= C D= horizontal distance

Q: For data below the average P over an area by thiessen method is? if the area for each station = 222…

A: Thiessen's method is an accurate method of calculation of the spatial distribution of rainfall. It…

Q: With your pencil, make a dot on the position of your best visual estimate of the centroid of the…

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Q: Given in the tabulation are the observed angles of a chain of triangles as shown in the accompanying…

A: The given data is shown below:

Q: An instrument is set-up at point M and vertical angles are observed at N (-21°15') and O (+33°45').…

A: d(NM) = 35G.2552m NOTE - As the value of G is unknown, so taking it 0. i.e. d(NM) = 350.2552m d(NO)…

Q: show complete solution) 2.  A stadia rod held at a distant point B is sighted by an instrument set…

A: Given  Lower value =0.5 Upper value =1.6

Q: 2. The following values were determined in a series of tape measurements of a line: 920.58,…

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Q: Trapezoidal formula is also known as 7 O Average end area method O Simpson's rule O Double-meridian…

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Q: Use Richardson Extrapolation to solve the finite element method in engineering; refer to the…

A: Step 1: Step 2: Step 3: Step 4:

Q: With the line of sight horizontal, solve for the stadia constant given the following? Station…

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Q: A vector, F , has components F--286.9 N andF, = 410.6 N. What is the angle made with the horizontal?…

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Q: 1. The distance from points A to point B was recorded as 576.35 m and the reverse distance was…

A: Given data, Distance from A to B = 576.35 m Reverse distance from B to A = 576.39 m

Q: The sides of each square are 5m long. Complete the data using the given figure by giving unique…

A: Data given

Q: Which among traverse adjustment methods can be used to evaluate data with equal angular and linear…

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Q: How to compute for the Taped Distance and Percentage of Error? Show your solution.

A: Given data-

Q: As shown in the figure below, point A and point B are both sides of the river, but the point B…

A: Let the point C is observed opposite to point C. Draw the figure,

Q: Given the following data in a sample D = 5°, Sta PC = 1+234.56. Azimuth of the back and forward…

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Q: following values were determined in a tape measurements of a line: 9 40+920.38+920.48+920.40+920.46…

A: Given Observations920.58,920.40,920.38,920.48,920.40,920.46

Q: BACKSIGHT FC a(0) RR(m) | VD(m)| s(m) a( .35 12.02 1.35 .85 9.26 1.42 1.95 .67 7.14 1.25 1.76

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Q: 1. Find the coordinates or ordered pairs for v-t and a-t graph of the given position function 25t3 S…

A: we have to find the coordinates of velocity and acceleration

Q: Given the figure below, assume that the E-200 GPa and I = 60x10 mm. Determine the following. A B FL…

A: Given:Required:Deviation of C with respect to tangent drawn from ASlope at ADeflection at CNote: As…

Q: Coordinates method is the most accurate method to find the area     Select one: True False

A: Coordinate method is the most accurate method to find the area . 1. True 2. False

Q: 72 30 72°45'72°15' 14°45 72 30 144 25 14*55 70'5 82'15' 70*55' 82°30'

A: Given data :

Q: The similar triangle method can be defined as: a. One of the simplest methods used for determining…

A: Triangulation survey is a method in which tracing and measurement of a series or network of…

Q: Use the virtual work method for solving problems 13.7 through 13.30. E=29x10^6 psi for all problems…

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Q: To determine the horizontal distance between Q and R, a tacheometer was used and was placed at P.…

A: Given: Stadia intercept for Q = 0.320 m Stadia intercept for R = 0.210 m Angle QPR = 61°30’30”…

Q: The % error, or E5o = 0.6745(0), is the so called probable error. It establishes limits which the…

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Q: How to solve for the Taped Distance and Percentage of Error? Show your step-by-step solution.

A: Given data- To Find- Taped Distance and Percentage of Error.

Q: Find the coordinate of the points B and C in the figure below if the coordinate of point A (250…

A: The latitude of the line is defined as the projection of the line in the north-south meridian.  L =…

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.