Ordinates ofg 2-hr unit hydrograph are given below.

Q: LINE LATITUDE (m) DEPARTURE (m) АВ 100 50 ВС 200 200 CA -300 -250

A: Calculating the DMD(Double meridian distance): Double meridian distance of any line=DMD of preceding…

Q: (a) Compute for the unknown quantities;     * pls provide this:         - with Given and Req'd…

A:

Q: Determine the location of "y co-ordinate" in inch of the centroid for the angle's cross- sectional…

A: Centroid: It is defined as the particular point at which the total area of the body acts is known as…

Q: 10. In similitude, Fapplication=Fmodel*3.44 a) True b) False

A: Answer: a Explanation: A model test was normally conducted to determine this particular relation.…

Q: Q2) If you know that coordinate A= (140.83,180.25), coordinate B= (80.38, 130.42). Find Az AB,…

A:

Q: 1)Given the following set of stadia level notes. The instrument used has a stadia and C =…

A: Given Stadia interval, k = 100 C = 0.229 Table with back sight and foresight details, Stadia…

Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: A closed traverse is given in tabulated form and it has been asked to determine missing data. Please…

Q: A survey of a closed traverse ABC shows the following latitudes and departures: Line AB latitude…

A:

Q: Examples of indirect measurement in surveyin

A: Solution: Indirect measurement is basically the method in which proportions are used in order to…

Q: A surveying transcript of a closed traverse is defined by the vertices ABCDEFGHIJKL. Engr. Pot is…

A: Given data:- the departure of line CD = -124.25 the departure of line DE = 301.965 DMD of DE = 2 x…

Q: Calculate the co-ordinates of point W. Given: [B] [M] [Z] + 294,000 + 112,876 +391,123 Angle 1…

A: Given:(B) + 294,000 ; + 804,721 (M) + 112,876 ; +764,174 (Z) + 391,123 ; + 116,678Angle 1= 73: 49…

Q: Mean Sea Level referred as a Datum * in surveying False O True Level instrument can be used only to…

A: Mean Sea Level referred as a Datum in surveying is False. False: Because Datum can be any reference…

Q: With your pencil, make a dot on the position of your best visual estimate of the centroid of the…

A:

Q: Given in the tabulation are the observed angles of a chain of triangles as shown in the accompanying…

A: The given data is shown below:

Q: Direct measurements of volume is rarely made in surveying. O a. Only true if computing earthworks O…

A:

Q: Surveying )Find the FB. of the following lines from their B.B. Line AB=75° 30', Line CD=110° 30'…

A: Given, Fore bearing of , Line AB=75° 30' Line CD=110° 30' Line EF=220° 30' Line GH=280° 30'

Q: Define Normalized CPT Parameters

A: Cone penetration testing (CPT) is used to identify the soil type. In this test a cone penetrometer…

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: Explain the layout of dilatometer test?

A: General layout of dilatometer test:

Q: Part II. Complete the table below. Unit of length is meter. For area computation, use the adjusted…

A:

Q: D. Results and Discussion Points Distance Upper crosshair readings Lower crosshair Rod Intercept…

A: Rod Intercept is the difference in reading between upper crosshair and lower crosshair.

Q: F 31 ° 58 ° X(+) B=(3.3,0,0) m y(+) Z(+)

A: Given:- A coordinate system is given The coordinates of point B = (3.3,0,0) m  Point A lies on the…

Q: Given the two orthogonal projections of the object (top view and front view), identify the third…

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Q: (a) What do you understand by plane table survey? Discuss two methods of plane table survey vhirt.…

A: Plane table surveying is a graphical method of survey in which the field observations and plotting…

Q: From the following measured interior angles of a five-sided figure, compute the ff.: a.) Probable…

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Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

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Q: AZIMUTH 225°00 LINES DISTANCES A-B 1200 m B-C 346 00 1400 m C-A 票 畫 E ----- N-

A:

Q: 3. What must be the actual measurement to a (GML) meters distance using L(10) meter tape that is…

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Q: The length of line on map is 20 cm and length of line on aerial photograph is 150 mm. If scale of…

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Q: You have been asked to determine the bottom of steel elevation for the Cuyahoga Valley National…

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Q: Q3: Point F is the intersection of Greenwich with the equator, point H have a latitude Q=60° and the…

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Q: This question is related to surveying Compute for the bearing of the lines BC,CD,DE and EA. Show…

A: Given closed traverse and aske to Compute for the bearing of the lines BC,CD,DE and EA.

Q: Compute the Ig and ỹ of the symmetrical l-beam with the given measurements from the figure 150 m…

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Q: Fill up the missing data AZIMUTH BEARINGS DISTANCE(m) INE FORWARD BACKWARD NORTH SOUTH AB 50 S 38°…

A: GIVEN: TO CALCULATE: Fill the missing data.

Q: 2788.91509^(1.336898)

A: 2788.91509^(1.336898) = 40382.71846

Q: When the level is measured, the leveling instrument to the front view (F, S) and the rear view (B,…

A:

Q: From the ff data of measuring over level ground, determine the: a) b) c) Length of 1ine BA Mean…

A:

Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.