Choose the answer that shows 6,327,739.296 meters converted to international feet. 20,760,258.10 international feet 20,760,258.01 international feet 20,760,299.53 international feet 20,760,047.08 international feet

Q: (c) Now consider two points on the same meridian of longitude, but with different latitudes,…

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Q: 8. The annual precipitation (in mm) observed on a network of stations is shown in the figure below.…

A: Thiessen Polygon Method: The method which is used to assign the areal significance to all the…

Q: Q3- A - The analysis of a storm yielded the following information regarding isohyets .calculate the…

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Q: Calculate the spherical Excess in a triangle two sides of which are 3,950.55 m. and 6,245.25 m. with…

A: Given:- The two sides of the triangle are given = 3,950.55 m & 6,245.25 m The included angle =…

Q: Determine the resultant (magnitude and direction) of the following vectors: 80 N, 55 degrees North…

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Q: Calculate the area of a quadrant of the eclipse shown in the figure. The equation of the eclipse is…

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Q: The latitude for the figure can be given as (0 = 50° 34¹) 0 245m 161.34m O 155.62 O 160.43m O 165m O…

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Q: 1. Which of the following nearly gives the effective net area? O 2400 mm^2 O 2010 mm^2 1824 mm^2 O…

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Q: Q4) From the following data, calculate the average rainfall over the area: Isohyet (mm) Average…

A: determination of the average rainfall  if the catchment contain more than 1 rain gauge station then…

Q: The sides of a rectangular piece of land are measured several times. Only 2 sides are measured since…

A: Given data-

Q: Q#02: Given below are the ordinates of a 6-hunit hydrograph. Calculate the ordinates of DRH due to a…

A: Solution:

Q: Determine the rate of water supply in cm3/hr. Use 3 decimal places.

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Q: From the given data, what is the volume with prismoidal correction? VE = 4096.25 m3; C1 = 5 m.; C2 =…

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Q: point A as shown in Figure? A 10 m 90° 8 m 1000 KN 20° C

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Q: Q5. Calculate the probable population in the year 2010,2020,2025 and 2032. Population 7000 Year 1940…

A: Consider decade years only to calculate population of 1980, linearly interpolate b/w 1970 to…

Q: In a given locality the elevation of points X and Y are 595.75 m and 500.00 m, respectively, the…

A: Given Elevation of X=595.75Elevation of Y=500Elevation difference is Elevation of X-Elevation of…

Q: Q1. a. Convert 110.05 degrees to radians b. Convert 0.91 cu.ft to liters c. How long is a standard…

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Q: 1.932 1.930 1.920 1.910 1.900 With reference to the figure above, the leveling rod reading equals: O…

A: The levelling rod reading equals to  1.932

Q: 8. The annual precipitation (in mm) observed on a network of stations is shown in the figure below.…

A: The solution need to join all the station with grid point

Q: 3. A distance of 10 meters was marked along the straight section of a river for float measurement.…

A: Given data- Distance = 10 m Time = 15 minutes  Cross-section area of river = 1.5 sq. m To find-…

Q: 2. In the figure, s.g. = 0.84, s.g.2 = 1.0, h2 = 86 mm, and h, = 149 mm Find pa in mmHg gage. If the…

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Q: The latitude for the figure can be given as (0 = 50° 34') 0 245m 161.34m O 155.62 O 160.43m O 165m O…

A: Given data in question  Length Angle  To find out  Latitude

Q: 7) Convert the following volumes as indicated: 500 ft to cubic yards 150 yd to cubic meters

A: 500 ft³  to cubic yards  [1 cubic yards= 27ft³] [1 cubic yards = 0.765m³]

Q: Find the missing flow values in pipes 2, 7, 8; and the input and output values to the network shown.…

A: Given Data: Pipe Flow m3/s K 01 0.144 160 02 ? 185 03 0.056 752 04 0.048 1515 05 0.096…

Q: If the flow rate is measured in Liters/day, the flow rate is The largest form of water flowing…

A: 1. It is called as Volumetric flow rate. 2. Rivers.

Q: Describe any two inputs given to the GPS systems and two outputs given by it

A: INTRODUCTION: GPS is basically termed as Global Positioning System. This system works over radio…

Q: Given that from Point A, x = 8.12 m. What is the value of El(y)? Given that from Point A, x = 5.59…

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Q: Give answers to the following problems in the correct number of significant figures:(a) sum of…

A: Given: a) 23.15+0.984+124+12.5 b) 14.15+7.992+15.6+203.67

Q: Choose the answer that shows 6,327,739.296 meters converted to U.S. feet. O 20,760,258.01 US feet O…

A: The conversion units are always related to each other, 1 meter of length is equal to the 3.280833…

Q: 1: Following are the ordinates of a storm hydrograph of a river draining a catchment area of 423 kmz…

A: For any catchment when Strom occurs due to that stream flows in that catchment out of that water…

Q: 235 mm 115 205 mm mm 50 mm 90 mm 140 mm Answers: i mm y = i mm i mm II IN

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Q: Please calculate elevations in the stations given in the table and show the arithmetic check. Write…

A: Given: The leveling notes are given below, Station BS (m) FS (m) H.I. (m) Elevation (m)…

Q: The blade on the turbine is moving to the left at 6 m/s. Water is ejected from the nozzle moving to…

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Q: The area bounded by the water line of a reservoir and the contours with a contour interval of 2 m.…

A: The area bounded by the water line of reservoir   The contour interval = 2mThe area     A1 = 10250…

Q: the next term of the sequence 17, 15, 25, 53, 105, 187, ...

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Q: The same distance is measured five times with the same metric belt and in the same weather…

A: Finding out standard deviation.

Q: Define Manometric efficiency

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Q: Q) The ordinates of a 3-hour UH are given in the following table: Time (Hours) 03 6 9 12 15 18 21 24…

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Q: 3. Estimate the mean precipitation due to the storm Isohyets (mm) Area ( km²) 25 310.53 25 - 30…

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Q: Express your final answers in two decimal places. 3. What is the most probable value of a…

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Q: Year 1990 2000 2010 P (hab) 18.593 27.964 39.321

A: Answer:- 1. Arithmetic increase method: Year Population (thousand) Increase in population (x)…

Q: A line 100 m long was paced by a surveyor for four times with the following data. 152, 155, 155.5…

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Q: Water flows through at a velocity of 9.64 m/s. What is the velocity head in meters? Round off…

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Q: Choose the answer that shows 4,229,364.67 international feet converted to meters. O 1,289,110.351…

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Q: What is the equivalent of 10 CM in square mils? Select the correct response O 3.65 sq. mils O 8.75…

A: Given  10 circular mile To convert into- square mils 1CM= a circle of dia 1mil 1Square mila= a…

Q: For spot speed study analysis find the estimate standard deviation: 100 90 80 70 60 50 30 20 10 35…

A: Median speed Mid point speed 36-37 ; x+y2=36+372=732=36.5 frequency of 36-37 ; x+y2=8+92=172=8.5…

Errors in surveying

An error in surveying is defined as the difference between two or more values of an identical quantity. However, the estimates are never accurate and there will always be a degree of variability regardless of the research tool or method used. These differences are known as errors that need to be reduced or eliminated to maintain certain levels of accuracy. Even if you carefully follow the prescribed test procedures, the considerations may contain errors.