1.5 m -5 m- -5 m> 3 m Q=54 M SEC Mcowe = O.014 Q=5ym² O.05 M. FIND Y MBRUSH/GRASS So= 0,0015 EQS Q =m Q = VA LAR?13 So

Q: A circular culvert of 1.532 m diameter, flow Q = 2.32 m3 / s, depth 1 m and n = 0.014, calculate the…

A: Discharge (Q) = 2.32 m3/sDiameter of culvert (d) = 1.532 mDepth of water (y) = 1 m n = 0.014To…

Q: EX:4 Aroad em bank ment 40m wide af brmalion levd with side slapes I tol and with arovenye height A…

A: Consider the given data Gradient=1 in 40Wideness of road embankment=40 mAverage height=15 mSide…

Q: Use "Horton -Einstein" equation and calculate equivalent roughness for the following channel.…

A:

Q: FIGURE 1 50 kN C 100 kN 1.5 E 20 2.0 2.0

A:

Q: Compute the Resultant of the Lateral Active Force

A: Given values: Consider the data given in the figure. Surcharge, q = 2000 lb/ft2 Numbering the layers…

Q: Determine Qmax [Qmax = 6.48 x 10-4 m

A: To find Qmax

Q: Determine the depth to bedrock for a dam site investigation. Determine the velocity of the…

A: Seismic refraction is a method of surveying by which we can measure the depth of the soil layers. In…

Q: H.WHs #4: A 4m wide of long rectangular canal carries water at a rate 20m/sec. At a certain point in…

A: Given data in question  Width of bed Rectangular channel Bed slopes Discharge  To find out  Where…

Q: d two times as large for the overflow section. Use the slope=0.00030 for both. Determine the…

A: data given  Main channel as trapezoidal section with [2V:1H] depth of flow = 3.60 m Base width = 12m…

Q: 3) The bed slope of a regime channel is 1 in 5800. Determine the channel section proportion (b/d)…

A: Bed slope = 1 in 5800   The average particle size = dmm = .00323m

Q: Q.4 Workout the quantity of earthwork by using mean area method required for an embankment 350ft…

A:

Q: nape apezoic and a side siope ertical cames wate depth of 2.8 m. 1. What is the area of the canal?

A: B=2.3m Y=2.8m To find area of canal(A)

Q: There is a basin of 150 km2 of surface. The main channel is 10 km long and itsslope is 0.5%.…

A: Given, A = 150 km2  L = 10 km or 10000 m  S = 0.5%  T = 5 years

Q: 3500 kN 3 m x 3 m 0.6 m Ya = 17.5 kN/m³ Sand 0.6 m GWT Sand Ysat = 18.3 kN/m3 1.2 m Y sat = 17.1…

A:

Q: uhat lo the Coihical gradient far coarse 2oil which han void ratio 0.8 and

A:

Q: system primar e followings 50 kN/m? а) о — 150 kРа Sand Yt = 18.7 kN/m3 5 m b) o = 175 kPa c) o =…

A:

Q: Q3). From the followings: St. 1: h=0.5m cut at center line, s = 4 assume right side higher than left…

A:

Q: 3.4 Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by…

A:

Q: A rectangular channel 5.2 m wide by 1.4 m deep was laid to have a hydraulic slope of 0.001. Using n…

A:

Q: Consider a farm irrigation ditch in a loam soil having the following dimensions: bottom width, 0.5m;…

A: Bottom width = 0.5m Total depth = 0.6m Side slope 1H:1V means slope m= 1        tan450=1 Depth of…

Q: R4) For adry soil, 8 dry. = 16 KN/ m³, W=22% find Ysat, Gsz3e 3

A: Given : Dry density of soil = 16 kN/m3 water content, w = 22% specific gravity Gs = 3e Saturated…

Q: 3 kN/m 2 m 4 m- What is the equation of dy,/dx,? A 0.75x,? B0.75x? + C 1.5x,? + C 1.5x?

A: Draw the free body diagram. Equilibrium of horizontal forces, ∑Fx=0Ax=0

Q: 25. Which of the follo value of Ay? а. 25 KN b. -40 KN 26. Which of the follo value of Cx? 60 kN -30…

A: To find the support reactions (Ay , Bz and Cx) -

Q: ne wetted perimeter is 8m. Čalculate the alue of the bed slope of the channel if the ischarge is…

A: To find : Value of bed slope.

Q: find Gs If e =0.75, hc =2.81 m, Z= 3m Where: Z: soil thickness hc: Critical hydraulic gradient e:…

A: Given data : The value of void ratio e=0.75 The value of critical hydraulic gradient iC=2.81   To…

Q: Workout the Earthwork quantities in embankment and cutting for the chainage length of 600 meters.…

A: Given Data  Formation Width of Road = 20m Side slopes in embankment = 2:1  Side slopes in Cutting =…

Q: 1.5 m 1.2 m 0.3 m

A:

Q: d to excavate dry gravel H er the following situation: Bucket fill factor = 99 % Jltimate excavating…

A:

Q: naving the Ing Isions: a) Bottom width, 0.5 meters. b) Total depth, 0.60 meters. c) Side slopes of 1…

A:

Q: 3 m Top of sand 3 m 3 m draw the sheet pile 11:51

A: Sheet piles are metal parts with interlocking edges driven into the ground to provide permanent or…

Q: 4. Estimate the wetted area of a triangular channel having a depth of 5m and the side slope is…

A: We have to determine the value of wetted area of the given triangular channel section having depth…

Q: 1. Design an irrigation channel on Kennedy's theory, to carry a discharge of 45 cumecs. Take N=…

A:

Q: alculate the runoff depth (cm) if: ainfall (cm) = 2 urve number =66 0.5 0.3 0.1 0.4 0.2

A: P=2cm CN=66

Q: Compute for the area (m2) of fill, considering b is 8.9 meters: 9.81 8.67 + 4.54 - 6.81

A:

Q: The uniform m swamp ate hasamasf 4000g and a width of 1.7 Determine the angle for equrium the water…

A: An equilibrium state is one that does not change over time, both in its state of motion and its…

Q: 6. A rectangular channel 6.20 m wide by 1.3 m deep is lined with a smooth stone, well laid and has a…

A:

Q: Determine the side slope from the following cross-section notes of an earthwork 7.7 8.0 +1.8 +1.2…

A:

Q: A 90m x 90m borrow pit is to be divided into 9 square sections. The following are the elevation of…

A: The given data is: The cross-section area of borrow pit=90*90 depth of excavation, d=8 m Calculating…

Q: 13.4. A road embankment 10 m wide at the formation level. with side lopes of 2 to 1 and with an…

A: Given :

Q: r flows in a trapezoidal channel of 2 m width and side slope at 1:1. At upstream depth of 2 m, the :…

A:

Q: Q1) An irrigation ditch is with width of 5 m and side slopes 2 to 1. Giving distance from center…

A:

Q: Determine the value of discahrge through rectangular having area of channel 6 m2 and flow through…

A:

Q: Example 4.4.A canal is to be designed to carry a discharge of 56 cumec. The slope of the canal is 1…

A:

Q: With the soil profile as shown below, if the water table gradually drops to elevation (E) = -6 m,…

A:

Q: 8. Given the following section of an earthwork for a proposed road construction on a hilly portion…

A: Solution

Q: From the given cross-section of an earthworks between A |(20+200) and B (20+220) assuming both have…

A:

Q: Design an irrigation channel to carry 45 m^3/Sec of discharge. The channel is to be laid at a slope…

A: Given data, Discharge Q = 45 m3/s Slope S = 1/4000 Velocity ratio m = 1.1 Kutter's rugorsity…

Q: 1200 kN 400 kN Clayey SAND y = 17.5 kN/m³ 1.5 m Ysat = 18 kN/m³ %3D c' = 30 kN/m?, o' = 28° 4.5 m…

A:

Q: TEF TAE 90 kN- 67.5 kN 90 kN- Colocar sus respuestas aquí. TBC ( ( ) ( ) 135 kN m 136 kN C 6m² +4.5…

A:

Q: Q2: -The following reading was taken in levelling process the reduced level for forth point was…

A: To find RL of all points.

Dimensional homogeneity

The term dimensional homogeneity means that in an equation, the dimensions of each term on both sides are equal, which means the dimensions of the left-hand side (LHS) of an equation are similar to the dimensions of the right-hand side (RHS). For a dimensionally homogeneous equation, the powers of fundamental dimensions will be identical on both sides of the equation.