Table Ps.7 mcafue S22.4 523.4 wet mars Gl 52 1.6 491.7 492.1 491,6 Ory mus 6) Absurb ptur "% 2.4 215 2.3 Mw z wet mass mass Mw - 521 491.6 て29.4s

Q: QUESTION 1 30 kN/m A 2 m 1 m 3 m RD RA

A: Apply equilibrium condition : ∑FX=0∑FY=0∑M=0 We apply this equilibrium condition to find support…

Q: 3. A reservoir had the following average values of climate parameters during a week: Relative…

A: Given- Relative humidity R.H=40%wind velocity at 1m above ground surface=16 km/hrew=saturation…

Q: 05. You have the ½h-UH due to 1 cm effective rainfall. Time (hours) ¼h - UH (m/s) 0.5 60 1.0 150 1.5…

A:

Q: Gage Measurement PI 3 cm P2 40 mm P3 2 cm Determine the overage precipitation for the above aota?…

A: Given data, P1 = 3cm P2 = 40mm = 4cm P3 = 2cm

Q: 1.7 The plan area of a reservoir is 1 km2. The water level in the reservoir is observed to decline…

A: The plan area of reservoir, A=1Km2The level of water decreased =20cmThe surface inflow…

Q: A productive well pump water from a confined aquifer at a constant rate of 25.0 liters/second. The…

A: Given data: Discharge=25 lit/sec Radius of well1=30 m, Drawdown s1=4m Radius of well2=40 m,…

Q: 1. Three wells each having a diameter of 250mm are installed at the vertices of an equilateral…

A: Given Diameter of well =250mmrwell=2502=125 mm=.125mVertices of an equilateral triangle=18 m∆h=2.5…

Q: Folloing is the recorded data of a 0.8 km2 wide lake collected over a year: It receive a total…

A: Given: Duration = 1 year Area of lake = 0.8 km2 Precipitation, P = 1400 mm Surface water inflow, Qsi…

Q: WATER RESOURCES ENGINEERING: Measurements of a water-balance have been made for a one-year period on…

A: Given: Period of measurement = 1 year Area of lake = 0.8 km2 Precipitation, P = 1400 mm Surface…

Q: A rectangular scow 2.13 m high, 5.5 m wide and 9.8 m long loaded wit center of gravity is 0.6 m…

A:

Q: 6. One cumec-day of volume is equal to * O 86400 m^3 O All the above O 24 cumec-hours O 8.64 ha-m

A: All the option is correct

Q: A. water SG=1.6 4.5 m y 3.5 m oil B 10 m

A:

Q: Q1: in border irrigation, the water advances 40m through 25 min and 60m thr 40 min. infiltration…

A: Given- time=40minICM/MIN=0.15tmin-0.5

Q: k = 0.2 m/s b = 24.5 m h1 = 47.4 m h2 = 24.1 m x = 891.2 m length of aquifer is 1756.6 m 3.…

A: step 1-

Q: 1. Water Requirement of Crops The discharge capacity required at the outlet to irrigate 2600 ha of…

A: given- area A=2600 hakor depth=17 cmkor period=30 days

Q: 9. What is the rainfall intensity for 30-min interval rainfall with depth of 6 cm? O 5 cm/hr O 0.5…

A:

Q: The arerage annuaD rainfall in 80ommlyr. "in a cadeliment or 100 km In ts orginal condlitión the…

A: Question is based on the rainfall data.  Average annual rainfall in a catchment,average annual…

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: In DLSUD the rainfall (80 cm/yr), of which 30% runoff in the surface. The farmers irrigate…

A:

Q: ess at points A, B, and C in the following figure. Sol 5-3 De properties are e = 0.65 and G = 2.68.…

A: Given e = 0.65 G = 2.68

Q: In a watershed, the average annual precipitation for four subbasins was recorded as follows :…

A: Thiessen method  is also known as weighted area method because rainfall data at every station is…

Q: 10.0 KN/m node 1 node 2 EI в 1.SEI 2EI node 4 Global Axes 3.0 m 3.0 m 6.0 m 4.0 m 3.0 m 3,0 m

A: Fixed end momentsMAB=-wl212=-10×6212=-30 KN-mMBA=+wl212=+10×6212=+30 KN-mMBD=0  and MDB=0moment in…

Q: 0.5. A storm of duration larger than the time of concentration of the catchment and of intensity A…

A: Given data : Runoff coefficient (C)=0.5Area (A)=200 haIntensity of rainfall (i)=3.6 cm/h

Q: by them In a catchment there were 6 raingauges. The rainfall data n year 1987 are as follows:…

A:

Q: The average depth of annual precipitation over basin of 300 km^2 is: Data given-- Area between…

A: given Area=300 km2Area between isohyetal 50-60cm=180km2area between isohyetal 60-70cm=120km2

Q: 20 29. The time required to irrigate a strip of area 0.203 hectare by a stream discharge of 0.043…

A:

Q: Spillway 12.9 m. long releases flood run off from a reservoir 5 hectares in area. If the reservoir…

A:

Q: PROBLEM 6 Calculate (a) the area of flow, A (m²), (b) the velocity, V (m/s) and (c) the specific…

A: Specific energy or massic energy is energy per unit mass. It is also sometimes called gravimetric…

Q: A 30 cm well is pumped at the rate of 1000 1pm. The transmissibility of the aquifer is o.015 m²/s.…

A: The given data is: Q=1000 Lps Q=1/60 m3/s x=120 m a=120 m T=0.015 m2/s r=80 m

Q: A well pumps at a steady rate of 70gallons/minute (265L/min). It is located 50ft (15.2m) from a…

A: Discharge (Q) is given as 265L/min Diameter (d) is given as 15.2 cm Distance (D) is given as 15.2 m…

Q: (b) Groundwater table Ysat В Y Df D Fs Ysat Qadm ww ww 17 kn/m3 16 Kn/m2 20° 1.5 m 2 m 3.5 21 kn/m3…

A:

Q: You are tasked to work on a groundwater project in Nadi. The Nadi aquifer is a confinedhorizontal…

A:

Q: A reservoir in Eastern Leyte had an average surface area of 20 km2 during January 2019. In that…

A: Given that, for a reservoir during January 2019,  average surface area = 20 km2 mean rate of inflow…

Q: TUATION: Water flows through an almost level rectangular channel 3 m wide at 12 m^3/sec. ne depth of…

A:

Q: 5. The isohyets (cm) due to a storm in a catchment are drawn: Isohyetals hot part of boundany 10…

A:

Q: Example 2.10 A rectangular channel has a width of 2.0 m and carriers a dis- charge of 4.80 m'/s with…

A:

Q: Derive the following: 1. DRY DENSITY G,Pw Pa 1 + e

A:

Q: State briefly importance of advection in the hydrologic cycle.

A:

Q: Given: Area = 2500 mi? Precipitation = 25 in/yr Streamflow = 650 ft/s Estimate the annual…

A:

Q: i If the approximate water level in the distributary canal near the field is 35.20 m, then the…

A:

Q: 1. Point annual rainfall depth in station I in mm? 2. Annual rainfall depth in mm? 3. Annual volume…

A: Step: 1 “Since you have posted a question with multiple sub-parts, we will solve first three…

Q: Example 5: Given the data for precipitation in a watershed below. Compute for the average…

A:

Q: The storativity and the area of an aquifer are 0.5and 7 mi?, respectively. The water table falls 0.6…

A: Given; k=0.5 A=7 mi2 ∆h=0.6 ft

Q: In a watershed, the average annual precipitation for four subbasins was recorded as follows : 90.84,…

A: Applying the Thiessen method: Pavg=P1A1+P2A2+P3A3+P4A4A1+A2+A3+A4

Q: Determine the effeseny ofa Setliy basin with following data. S.0.R = 30 m/day. Os 1.19 9m , Pag:…

A: Efficiency of settling tank, η = VsV0 × 100 Vo = 30m/day = 3024×602 m/sec = 3.472 × 10-4 m/s Vs=g(ρs…

Q: calculate the total head losses for invert siphon required under road if the bed width of canal is…

A: Given, L = 41.3 m D = 145.8 mm  V = 0.82 m/s

Q: 30

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.