Calculate the gage pressure at the center of the pipe. SG of mercury is 13.6. water Flow 240 cm 80 cm 3 2 mercury 79.852 KPa gage 83.188 KPa gage O 97.458 KPa gage i? 142 KRa gage

Q: Compute L, T, E, M, LC, R, and stations of the PC and PT for the highway curve with D,-400,…

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Q: In the exhibit below, What is the distance from A to C, A O 1078.57' O 1087.75' O 1187.57' O…

A: Given values: Consider closed traverse given. For closed traverse, sum of latitude and sum of…

Q: Write Penman equation flowchart to calculate ET= K.ET, - Κ.ΕΤ

A: Penman equation flowchart to calculate ET=K.ETp as follows

Q: Example: reading around a 10x10 cm square area = 0.995 rev Reading around the required area = 5.765…

A: 10 cm square =0.995 rev 1 cm square=0.00995 rev area of required area=5.765 rev required area in cm…

Q: The sum of four interior angles of a closed-polygon traverse each read to the nearest 3" is…

A: Given data,sum of four interior angles of closed traverse is 359059'48''FINDmisclosurecorrection to…

Q: Can you explain how did you het Tab = 1160.695N, Tac...., Tad.....? Just go over equations for last…

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Q: + Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96…

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Q: 0+365 0+370 0+375 0+380 BM2 1.008 0.953 0.880 0.800 0.783 COMPUTATIONS: 1. Computing Height of…

A: The formulas to be used are given in question

Q: Please make your own question about horizontal distance (surverying) and solve it on your own. Make…

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Q: : Find the area of the polygon ABCE (AVE area). Latitude Departure E Line W AB BC 65 80 CD 80 20 DE…

A: SINCE  latitude and departure of line AB is not given we need to find them   In a closed traverse :…

Q: Area of the Triangles are denoted by the following formulas: 1. Basic Formula, A = 12 * base*…

A: Given: From the figure, AC=1690.54 m

Q: The following statements about vertical curves is TRUE, except? O A. The value of the algebraic…

A: - A. Sag curves, where change in grade is positive for example valleys. On other hand, crest curves…

Q: What are the sources of errors and mistakes in fundamentals of surveying?? In essay from please 5-10…

A: Sources of error and mistakes in surveying are as follows :- Instrumental error Natural error…

Q: Determine the x- and y-coordinates of the centroid of the shaded ar ! 3", 3" 4" 1.25" 10" 1.25" 3" B…

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Q: 02. Draw a neat sketch (closed traverse) for this note book entry. D 55 40 C24 24 30E B22 10 A

A: Given:- The notebook entry is given  To determine:- Draw a neat sketch for the closed traverse

Q: Draw projections of the following two points A & B on the same XY line. Keep a gap of 50 mm between…

A: The figure or view shaped by joining, in right succession, the points at which these lines meet the…

Q: Problem 3 Below is a profile level notes, indicate the missing data, show arithmetic check, and draw…

A: station B.S H.I F.S I.F.S Elevation BM1 1.08 36.56     35.48 1+000       2.01 34.55 1+020…

Q: view 20mm 30mm 60mm 76.00 mm B 60.00 mm 69.00 mm D 26.00 mm 46.00 mm F 56.00 mm 66.00 mm

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Q: bläi 5 The distance between the centroid of the following shape and the y axis ..is 300 75 150 75…

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Q: Draw front and top view in Ist angle projection 016 R20 14 44 24 1. 40 30

A: >>>Given that the figure is ISOMETRIC diagram and we have to draw it in a 1st angle…

Q: g1= Station 18+26 18+00 17+00 16+00 15+68 g2= X 0 Elevation of BVC = gix 82-81x2 2L Elevation 899.02

A: Vertical Curve : Vertical curves, which may or may not be symmetrical, are supplied to alter the…

Q: Calculate the Minimum X distance on the drawing below: 1.000 O 1.966 O 2.000 .460 C O 2.009 2.000…

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Q: Draw the orthographic Projections of given object.

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Q: In the exhibit below, What is the distance from A to C, A O 1078.57¹ O 1087.75' O 1187.57' O…

A: To Determine Distance from A to C, L = ?

Q: 1 / 2 \text { inch } \times 1 / 4

A: To find:- 1/2*1/4

Q: a. Delineate the drainage area for the watershed draining to the project outlet (black arrow).…

A: Given:- The flow accumulation and flow direction details are given  The raster pixel resolution = 5…

Q: Determine which commands can be used for this drawing. (AUTOCAD COMPLETE VERSION) Select all that…

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Q: Y 266.67 mm 133.33 mm 100.00 mm 300.00 mm 100.00 mm 150.00 mm 00 mm 100 mm 75 mmi 200 mm

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Q: How much is the strike separation (i.e., line AB on the map)? Scale: 18mm = 100m 82m 181m 67m 24m O…

A: AB = 32 mm

Q: Laboratory Report 6 – Area Computation (Trapezoidal Rule) Objective: To compute the area using…

A: given, We have Set of Ordinates taken on a ground. Our aim is to calculate area of that land using…

Q: Find the centroid of the shaded area in the attached file 3cm Зст 1cm 3cm 1cm

A: Schematic diagram of the given problem: