14 Given the following 1-hour unit hydrograph for a 50-acre basin, what is the peak flow for a 2-hour storm over the basin with hourly increments of direct runoff of 2.5 and 1.7 inches? One-Hour Unit Hydrograph Time 0 30 60 (min) Q(ft³/s) 0 150 250 90 120 150 350 275 175 180 125 210 240 75 0

Q: ELEVEATION 154.375 POINT BS HI FS ВМ35/TР1 SET UP 1 1.255 1.100 TP2 SET UP 2 0.465 2.095 ТРЗ SET UP…

A:

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

A:

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

A:

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: QI/ An complet traverse table is obtaind as flowing ? Calculate 1. length of DA & bearing of AB 2.…

A: line length bearing latitude departure AB 100 y 100cosy 100siny BC 80.5 140.30 -61.55 51.42 CD…

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: 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: 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: Reduce the set of municipal cross-section notes in Table 2-8.

A:

Q: I want the missing third location

A: Approach to solving the question: through analyzing the pattern of the given measurements. Detailed…

Q: ANGLE MEASURED VALUE ANGLE MEASURED VALUE 312 o' 24" 4759' 40" 137 10' 29" 57'02' 42" 1 00°40' 25"…

A: Given  Angles of a,b,c,d,e,f,g,h,i,j,k,l,m and n

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

A:

Q: questions by completing the tabulation below. Determine the DMD of course EA using compass rule.…

A: To Find : 1) DMD of EA using compass rule 2) Adjusted bearing of line DE using transit rule

Q: PROBLEM From the accompanying tabulation of a four-sided lot. Bearing N 25° E Due East S 32° W Due…

A: Given: LINE LENGTH(m) BEARING AB ? N25°E BC 250 DUE EAST CD ? S32°W DA 350 DUE WEST

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

A:

Q: A distance of 300 m is to be laid-out using a tape having an incorrect length of 29.98 m. How much…

A: Given, Distance to be measured, say D = 300 m Actual/incorrect length of tape, L' = 29.98 m   To…

Q: Kindly answer this, this is in the surveying subject. Thankyou in advance have a nice day! (your…

A: BENCH MARK: For developing a topographic or contour map, the details and data collected by the…

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: Q2: -Compute the corrected elevations of all points if R.L. (known) of B.M. was (170,850 m) and R.L.…

A: Point Distance R.L Correction Corrected elevation B.M   170.850       400       1   172.433…

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: . Enlist major three sources of errors in

A: Three major sources of errors in surveying are: 1. Instrumental 2. Personal 3. Natural

Q: Calculate the error of closure for the given lot. (Use 3 decimal place for latitude and departure.)…

A:

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: Find the missing data and complete the table below. DIST (m) 23.324 27.459 ? LINE AB BC CD CD DE EF…

A:

Q: Complete the following set of profile level notes and show the customary arithmetic check. STATION…

A:

Q: After getting knocked out by Luffy, Don Chinjao decided to buy a lot and retire for good. The…

A:

Q: The scale of the photograph is 10cm = 100m. The photograph size is 23 cm x 23 cm determine the…

A:

Q: Below is a transit and tape survey notes of a lot. Compute the error of deflection angle Station 1 2…

A:

Q: error in the measured interior

A: Given the measured values at Stations A,B,C,D of a quadrilateral.

Q: J.74 3.45 (FS) GATEAT BM-1 Elev 568.75m) 1.28 BS) 3.32 (FS) TP- 1.85 (BS) 479 FS) 3.92 FS) 785) TP-2…

A: to compete the differential level notes.  figure given in the question can be considered as FBD

Q: The coordinates of traverse stations of a closed traverse ABCDE are given below Station X (m) A 0 B…

A:

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…

A:

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: 4. Complete the following set of profile level notes and show the customary arithmetic check. STA BS…

A: solution    (4)   we have  HI = Elevation + BS      =Elevation + BS- FS Elevation = last elevation +…

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…

A:

Q: NOTES: Study example of cases: 1. :Dividing a tract of land into two parts by a line between two…

A:

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: BALANCE THE TRAVERSE BY TRANSIT RULE AND COMPUTE THE AREA BY DMD METHOD Corr'n Corr'n Line Bearing…

A: transit method - in this method the distribution of error in different latitude and departure in…

Unit Hydrograph

Hydrology is the science which deals with the study of water on the earth’s surface. The word Hydrograph is derived from the word hydro which means water. Hydrograph is basically a graph in which the discharge is plotted against the time interval at a specific point in a river or other channel. In a hydrograph, the discharge is plotted along the y-axis and time interval is plotted along the x-axis. Hydrograph is used to estimate the runoff. The variations in discharges with the change in time is shown by a hydrograph. It was revealed that the total discharge at an outlet increases with time by a kinematic wave model.