34 A 1-hour rain event over 200-acre basin produced a hydrograph given in the table below. What is the peak flow of the 1-hour unit hydrograph? Hydrograph Time 0 30 (min) Q (ft³/s) 0 150 60 90 200 350 120 150 180 225 175 210 240 125 75 0

Q: LINES AB BC CD DA AC a. Area of lot ABCD in acres. b. Distance of AB. c. Distance of DA. BEARING S…

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Q: A parcel of land is to be subdivide into parts and the Engineer got this data below. Calculate the…

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Q: What is ZABC if FB of line AB is 40° and BB of line BC is 280°?

A: Given that :-FB of line AB = BB of line BC = To find the

Q: FH PS 3: AREA BY DMD, DPD, & TRIANGULATION -Solve w/ complete & meat solutions/ illustrations 3…

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Q: 12. What is the minimum value for angle of repose? a) 0 b) 60 c) 90 d) 180

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Q: x+sinx 2. lim,0 x+cosx

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Q: Convert 6.76538 rad to DMS to the nearest second. In your answer, separate each unit by a comma and…

A: DMS: Degree minute second We know 2 π radian is equal to 360 degree And 1 degree equals 60 min And 1…

Q: Compute the missing side AB. (Type your answer using 2 decimal places, numerical value only, no need…

A: A closed traverse ABCDA is given in which the bearing of all lines are given and distances of line…

Q: 5. Point P1 has coordinates N 5000.000 E 6000.000 Point P2 has coordinates N 5100.000 E 5800.000…

A: Note:- We are not allowed to provide handwritten solutions. Given:- The coordinates of point P1 = N…

Q: 30 4 7OKN 45° 100 KN OKN ラFy=? ラFメ =? %3D RF = ? ひ=?

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Q: Determine the characteristic of Log (1020.20) O 1020 0 0.20 O 20

A: Integer part is characteristics

Q: Explain how to locate contour lines by interpolation. Explain each

A: Contour lines by interpolation:

Q: Find the value of e (degree) if coversed sin 0 = 0.256855 O 43.07 O None of these O 48.00 O 14.88 O…

A: To determine the value of θ for given coversed sine value.   Given, Coversed sinθ=0.256855   The…

Q: 4. Find coordinate of H and I in Figure 4.1. 5. NA EA A ANS NB B Es (Area ABDE)/3, H Station N,m. A…

A: The co-ordinates of stations A, B, D and E are given:StationsN, mE,…

Q: 5. DATA AND RESULTS 5.1. Profile Leveling BS STA (m) 1.28 BM1 0+000 0+010 0+020 0+030 0+040 0+050…

A: Given, To determine, Remaining of the elevations

Q: Compute and illustrate the cross-sectional area. (Use trapezoidal rule) 2. Given the chainage data…

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Q: 2. The buildine is to be constructed on a lot shown below. Calculate the distances of lines (1-2)…

A: The given data is: S. No. Line Distance Bearing Whole Circle Bearing 1. 1-2 d1-2 N86°52'22''W…

Q: From the following measured interior angles of a five sided figure: Station Values of Angles ( No.…

A: To find :

Q: S70° 21' 50 E N64° 25' 41 "E 49.794 50.495 10 8 N86° 52' 22"W 12 1 7 3 $54 50 45"E 56.321 >4 S68° 13…

A: The given data is: S. No. Line Distance Bearing Whole Circle Bearing 1. 1-2 d1-2 N86°52'22''W…

Q: If Grad=20.462m for point A What is the Grad of point B and C Which distance between two points…

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Q: 4. Find coordinate of H and I in Figure 4.1.

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Q: A simple curve connects two tangents XY and YZ. The survey data are the following: Bearing of XY = N…

A: Given Bearing of XY = N 85030' EBearing of YZ =S 68030' EStation of Vertex/ Intersection…

Q: 10. Complete the following table using the knowledge obtained in class about differential leveling…

A: Complete the following table using the knowledge obtained in class about differential leveling

Q: Q3: The polygon traverse ABCDEA shown in figure 2. is to be divided into two equal areas by a…

A: If polygon vertices are(x1,y1), (x2,y2), ............... (xn,yn)then areaA =…

Q: If the elevation of A (benchmark) is 45.074 m, formulate A, B, L and X matrices to adjust the…

A: Given:- The elevation of point A = 45.074 m  The following leveling data is also given From To…

Q: Complete the table below. LINE LAT (m) DEP (m) PA 20.000 22.000 AR -17.001 21.000 RK -27.296 2.000…

A: Answer  Calculation of DMD We know that Double Meridian Distance(DMD) of a first line = Departure of…

Q: please calculat the angles and complete the following table. Ba A 零方向 Survey Survey Targe Reading…

A: ANSWER:-

Q: Find the elevation of point A given in the figure below.

A: Contour lines are the lines that drawn by joining lines of equal elevation. The elevation of A will…

Q: Station BS HI FS Elevation BM1 1.56 564.3 m 1+00 0.70 1+100 2.90 1+200 3.50 BM2 0.70 1+300 4.90 ТР1…

A: Given:-

Q: Tabulation: Station Backsight (BS) (HI) Foresight(FS) IFS Elevation Remarks BMI 0.580 121.23 120.650…

A: In the remarks we have to write about the details of the staff station.

Q: Distance coordinates Sexagesimal angle Est. Observ. course Point (m) North East K N S 85°30'W 100.00…

A: Est Observer Point Dist. (m) Sexagesimal Angle Course Departure L x Sin(Sexagesimal Angle) Latitude…

Q: 7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE…

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Q: STA BS HI FS IFS ELEV BM25 5.3650 259.5108 254.1458 0+ 000 2.3225 257.1883 2+ 000 1.3256 258.1852 4…

A: Given profile levelling Height of instrument = elevation+ BS Elevation = HI - FS/IS

Q: Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767

A: 1. For the first pair, 51 = 3 x 17 357 = 3 x 7 x 17 2.  For the second pair, 11571 = 3 x 7 x 19 x 29…

Q: Profile Leveling

A: Answer We know that Height of instrument is given by HI = Elevation + Backsight(BS) And Elevation of…

Q: Balance the interior angles of the parcel shown below.

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Q: Example 5: The followings are the F.B. of lines. Calculate their B.B. (1) AB N 18° 0' E 1 (2) BC S…

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Q: ill in the elevation blanks in the chart at the bottom

A: given- a plan table showing storm sewer schedule. required- to Fill in the elevation blanks in the…

Q: A transit line is established and the surveyor wants to determine the area bounded by the river. The…

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Q: 18. In Question 16, in analyzing the triangle formed by the closing line and the two courses with…

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Q: Calculate the area enclosed by the traverse.

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Q: 3 / 5 \times 11 / 4 \text { inches } \times 3^{1 / 6}

A: To find:- Multiplication