of the stream are: 6.5, 7.3, 12.1, 12.7, 14.5, 16.0, 18.6, 18.5, 16.4, 15.9,  14.7, 13.5, 12.75, 12.5, 9.7 and 2.0. What is the area between line AB and the stream?

Q: E50 1.56q + 0.56 log 99 + 0.044q. + 0 %3D 1000 52500 99

A: 501000=1.56q052500+0.56 log(99+0.044q099)+00.05=1.56q052500+0.56log(99+0.044q099)+0multiplying whole…

Q: Compute the distance only between points "A" and point "B" Point A- N 1147.8000 E 710.4700 Point B N…

A: Given values: Point A: N 1147.8000  E 710.4700 Point B: N 1489.1700  E 138.5700

Q: 2. Compute the x and y coordinates from the following balanced data. Side Bearing degree minutes AB…

A: Side  Bal. Latitude Bal. Departure Point Co-ord X Co-ord Y     AB -188.388…

Q: Compute the adjusted length of inie AC

A: We know from compass rule  Correction for latitude is given by CL*L∑L Correction for Departure is…

Q: The process of determining relative elevations of points on the surface of the ground is known as a.…

A: Surveying may be defined as the method of making measurements of relative position on the surface of…

Q: A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E…

A: To find length of CD

Q: A) Identify the best line. B) What is the forward and back bearing of the best line? C) Tabulate the…

A: It is given a open compass traverse and asked to calculate forward and backward bearing of the…

Q: ▼ Offset Point A Stationing Offset Part A 0.00 14.9 B 0 + 54.80 34.2 с 1+ 31.88 54.6 D 2+ 13.02 85.4…

A:

Q: essary ngir of line AC is 150 m and that of BC is 230 m. If the perpendicular distance of AB to C is…

A: To find length of AB

Q: 2. Calculate the value of the angles between successive points. Line Distances Azimuth From To (m)…

A:

Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that  AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

Q: 19. The distance between Sta. 32+ 45.2 and Sta. 40 + 60.5 of a survey is A. 7305.7 ft. B. 905.7 ft.…

A: Given Data Two stations are given in the question. Station 1 = 32+45.2 Station 2 = 40+60.5 We are…

Q: Determine the area (hectares) within the traverse using DMDS. Course Dep Lat AB -221.351 27.185 ВС…

A:

Q: Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced…

A: Calculate the error in elevation of BM 35  Error in elevation of BM 35 = Last RL - first RL =…

Q: Table 5 Line Bearing N 66-27 E S 40-32 E S 23-03 W N 73-58 W N 15-30 W Distance AB BC CD DE EA…

A:

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A:

Q: 1. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

A:

Q: The following offsets are taken from a survey line to a curved boundary line: Distance (m) 5 10 15…

A:

Q: A series of perpendicular offsets were taken from a base line to a curved boundary line. These…

A:

Q: 12.30m irregular Boundary 10.80m 7.00m 7.50m 6.40m 6.20m 5.0 2.70m -Traverse Line AB 6.0 "6.0 6.0 60…

A:

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Length(m) 101.01…

A:

Q: The following offsets are taken from a survey line to a curved boundary line: Distance (m) 5 10 15…

A: To find area

Q: 11. If the balanced latitudes and departures are given for the following traverse, what are the…

A: Given data- To Find- The coordinates of the remaining two points.

Q: Calculate the WCB

A: Whole circle bearing (WCB): - It is defined as the horizontal angle made from magnetic north to a…

Q: For the volume from grids of spot heights, compute the Eh1 of the below ground elevation, if .you…

A:

Q: The slope lengths of the surveyed line that was measured in 2 sections are 48.23 m with zenith…

A: A zenith angle is the angle between the vertical line at the observer's position and the line of…

Q: Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the…

A:

Q: Problem. The coordinates of the loop traverse are given below. a. Compute for the bearing and length…

A: Calculate length using formula L=(∑Latitude)2+∑(Departure)2 Calculate bearing using formula…

Q: ea using DPD method. (Balance the traverse using the Compass Rule). e obtained data are as follows:…

A:

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A: Given To find Length and direction of line AD

Q: 3. AREA BY DPD. In the accompanying tabulations are the adjusted latitudes and adjusted departures…

A:

Q: The following offsets are taken from a survey line to a curved boundary line: Distance (m) 15 20 30…

A: To Find :- 1. Area using trapezoidal method 2. Area using simpson's 1/3 rule 3. Difference in area…

Q: The following offsets are taken from a survey line to a curved boundary line: Distance (m) 10 15 20…

A: Offsets from a survey line to a curved boundary line is given and distance between offsets is also…

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD C

A: SUm of departures shoulde be zero∑ D=0137.137+11.027+Lsinθ=0Lsinθ=-148.164SUm of Latitude shoulde be…

Q: From a transit line to the edge of a river a series of perpendicular offsets are measured. These…

A:

Q: STA 8+50 elevation = 132.74 %3!

A: According to given datafor STA 8+50 Elevation=132.74STA 12+ 50 Elevation = 246.29To calculate the…

Q: A circle of radius 833.95 ft, centered at point A, intersects another circle of radius 1176.14 ft,…

A: Given data:- Radius of circle A, RA=833.95 ft Coordinates of A, (XA, YA)=(529.90 ft, 1157.86 ft)…

Q: An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method.…

A:

Q: A clockwise traverse ABCDEA was survey Find the length and direction of line B A C E D

A:

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B N, m 3.0000…

A: Data given Find the angle at intersection point

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.