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: Given below are the ordinates of 4 h unit hydrograph of a basin in m³/s at one hour intervals. What…

A: the ordinates of 4 h unit hydrograph of a basin in m3 /s at one hour intervals. What is the area of…

Q: For a catchment isohyets are drawn and area is calculated using planimeter as shown in figure. The…

A: as per given isohyets for a catchment area,To the  average precipitation over the catchment area

Q: A surveying instructor sent all the 40 students in his class out to measure a distance between two…

A: Most probable value -  MPV = x1 + x2 + x3 + .........xnn⇒MPV = 922.11 + 921.24 + 921.86 + 920.99 +…

Q: Question 13 of 15 < -15 : The 37-N force P is applied perpendicular to the portion BC of the bent…

A:

Q: (a) Consider two points on the equator at coordinates (latitude, longitude) of (0°N, 20°E) and (0'N,…

A: We use the Haversine formula to find out the great circle distance between two points (ϕ1,λ1) and…

Q: Given below are the ordinates of 4 h unit hydrograph of a basin in m³/s at one hour intervals. What…

A: Given  the ordinates of 4 h unit hydrograph of a basin in m3 /s at one hour intervals. 4, 25, 44,…

Q: Aerial photography is to be taken of a tract of land that is X-mi square. Flying height will be H ft…

A: The dimension of the tract of land = 9 mi9 miThe flying height, H = 3600 ft The focal length, f =…

Q: Storm Sequence Time units Precipitation (in.) Hydrograph Time units Flow (cfs) Time units Flow (cfs)…

A: Given  Effective precipitation= 1.5 in

Q: The following elevation-area-snow-water-equivalents have been measured in a certain catchment:…

A:

Q: Given below are the ordinates of 4 h unit hydrograph of a basin in m'/s at one hour intervals. What…

A: A unit hydrograph is a hydrological concept used to represent the response of a watershed or a…

Q: Datum in the figure, A. Ar elev, eleve and the measured slope length L were 1.634, 1.546, 987.207,…

A: he =1.634 mhr = 1.546 mElevA = 987.207 mElevB = 1006.816 mL = 435.955 m

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: Choose the answer that shows 4,229,364.67 U.S. feet converted to meters. O 1,289,112.214 meters…

A:

Q: H = μA In the figure, he, hr, z and the measured slope length I were 5.64 ft, 5.42 ft, 96° 18'56",…

A: Reference : Survey Engineering, Distance measured by Total station Refer above figure ; (mentioned…

Q: Question 2 Using the data given in table below, estimate the average precipitation using Thiessen…

A:

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.