To irrigate a strip of area of size 100 m × m, the time taken is 50 minutes. Assuming average depth of water is 8 cm and average infiltration is 4 cm/hr. Find the dis- charge of stream flow in cumecs?

To irrigate a strip of area of size 100 m × m, the time taken is 50 minutes. Assuming average depth of water is 8 cm and average infiltration is 4 cm/hr. Find the dis- charge of stream flow in cumecs?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A farm of 20 hectares is supplied by open field drains. The length of each drain is 600m. If the…

A: Given data:Coefficient of permeability of soil (K) = 1.5 x 10^(-4) m/sDrainage area = 20 hectares =…

Q: The initial rate of infiltration of a watershed is estimated as 2.1 in/hr, the final capacity is 0.2…

A: Given data in question Initial infiltration Final infiltration Time Constant Horton To find out…

Q: Determine the design discharge capacity of a solid set sprinkler system to irrigate 1.62 hectares…

A: Given: The area to be irrigated is 1.62 ha. The sprinkler operated time is 10 hr. The field capacity…

Q: • The infiltration rate at the beginning of a storm is 100 mm/h and decreases to a constant value of…

Q: If the runoff from an area of 22 m^2 is 16.5 L/min, determine the infiltration capacity under a…

Q: A reservoir is in a region where the average annual precipitation is 3106 mm and normal annual US…

A: Solution Given data Pan Evaporation= 3456 mm Average area= 50 km2

Q: 5. A lagoon has a surface area of 250x106 m². The average annual rainfall and evaporation are…

Q: A 60 km^2 lake (surface area) has an inflow from streams of 15 m^3/s with Cpin is 0.06 mg/L. A…

A: Given data Lake surface area Inflow rate flow CPin settling velocity

Q: The initial infiltration capacity (fo) of a watershed is estimated as 1.3 in./hr, and the time…

A: Initial infiltration curve, fo = 1.3 in/hr Final infiltration curve, ff = 0.2 in/hr Time constant, k…

Q: Lake Y Recreational Park in Batu Pahat has a surface area of 3.885 x 10° m². The average annual…

A: It has been asked to calculate vol lost to evaporation as well total community to sustain the daily…

Q: a) Table shows total rainfall for each month of the year 2012 for a 200 m? sub- basin located…

A: Given data: Area of sub-basin = 200 m2 Runoff generated = 70% Evaporation = 2 mm/day

Q: 17. The inflow inters to a lake (50km2) during a (6 months) is (25 m3/sec), the precipitation over…

A: Evaporation is the repeat process and here the water changes to vapor or gas. Formula used:…

Q: During a month, the average rate of inflow and outflow in a reservoir of surface area of 20 km2 is…

A: Given: Surface area, A = 20 km2 Average rate of inflow, I = 10 m3/s Average rate of outflow, O = 15…

Q: Q3. A hydrological study aimed at calculating the amount of infiltration after a storm collected the…

A: to find - calculate total volume of infiltration

Q: Consider the following data for a drain L=50 m, a= 10 m, b=D10.3 m, and k=1x 10 m/s If the drains…

A: Given, L= 50m a = 10m b = 10.3m K = 1×10^-⁵ m/s

Q: A 2000 mi² drainage basin receives 20 in/year rainfall. The evapotranspiration (ET) loss for the…

A: Given : Area of drainage basin = 2000 m2 Yearly rainfall = 20 in/year Evapotranspiration Loss = 1.5…

Q: A field was supplied water form and irrigation tank at a rate 120 lit/sec to irrigate an area of 2.5…

A: Given- Rate of flow=120 lit/sec Area A=2.5 ha Duration of irrigation=8 hrs distance=4 km & rate…

Q: H.W: The drainage area of a river in a city is 12000 km2. If the mean annual runoff is determined to…

A: Given Area of river=12000km2 Mean annual runoff=140 m3/s Average annual runoff= 1m

Q: A catchment area 5000 km². In one day, the depth of precipitation is 55mm, Evapotranspiration is 0.8…

A: From given data: A=5000 km2=5×109 m2Vpresipitation=dpresipitation×A=0.055 m×5×109 m2=275×106…

Q: Over a basin of area 300 km², there was a storm for 4 h with a uniform intensity of 4 cm/h. The…

A: Given Area A=300 km2 time t= 4hrs Intensity I=4 cm/h Runoff R= 40×106 m3

Q: Compute the discharge.

A: To find: Discharge

Q: A field was supplied with water from an irrigation tank at a rate of 120 lit/sec to irrigate an area…

A: Rate of irrigation = 120 lit/secArea = 2.5 hecDuration of irrigation = 8 hrRunoff loss = 800 m3To…

Q: A catchment of area 400 km² receives rainfall for 6 hour duration, producing rainfall depths of 5.5…

Q: Calculate the maximum area that can be irrigated by a canal having discharge of 0.3 3 m³/s. The…

A: Given data- Discharge Q=0.3 m3/sInfilteration capacity I=4.5 cm/hrTo Find-Maximum area that can be…

Q: having a slope of 3% and a sandy loam soil has four gauging stations. Dete ation requirement in m if…

A: According to given data A catchment area which is having a slope of 3% and a sandy soil has four…

Q: Determine the time required to irrigate a strip of land of 0.04 hectares in area from a tube-well…

A: Given data- Area , A= 0.04 hectares = 0.04×104 m2=400 m2 Discharge (Q) = 0.02 m3/sec, f =…

Q: A catchment area 5000 km2. In one day, the depth of precipitation is 55mm, Evapotranspiration is 0.8…

Q: A canal and a stream run parallel to each other at a separation distance of 400 m. Both of them…

A: Given : The perpendicular distance between a canal and a stream, L = 400 m Hydraulic conductivity of…

Q: A standard, ground based evaporation par, corresponding to Indian standards, is installed at a…

Q: Q6- The a reservoir with the surface area 1200 km2 received the average daily discharge 27 m3/sec…

A: Given data- Surface areaA=1200 km2Daily dischargeQ=23 m3/sDaily discharge drained to riverQd= 30…

Q: Average runoff from a 600 km2 catchment area was measured as 60 m3/s for a 3-hr period .lf the…

Q: The initial infiltration capacity fo of a watershed is estimated as 1.2 in/hr, and the time constant…

Q: A small catchment of area 200 ha received a rainfall of 10 cm in 90 minutes due to a storm. At the…

A: Combined effect will be Rainfall - Runoff

Q: In an irrigated field, the net irrigation requirement is 15 cm, the application efficiency is 80%…

Q: a) Explain: the water balance of a catchment’. (b) In a given year over 60 km² catchment, 120 cm of…

A: a) water balance of a catchment used to calculate the change in storage by calculating the…

Q: 04// Field is irrigated by border system with the following data: 1. Length of border-150m, width of…

Q: A lake with an area of 5 km² has a net decrease in storage of 6 ha-mm. The inflowing stream rate is…

A: Given data- Area of the Lake (A)=5 Km2=5000 m2Change in storage ∆S=6 ha-mm=6×10000 m2-mm=6×10000…

Q: he drainage area of the Makong river is 11839km^2. If the mean annual runoff is determined to be…

A: Since the units of runoff is m3/s, so we will convert this into voulme by multiplying it with the…

Q: For a certain catchment with an area of 1000000m2, the average precipitation was 7cm and…

Q: A water supply dam (Dam B) is fed by a nearby dam (Dam A) via a 2x3 m french drain (a gravel-filled…

A: Q = 18000L/day = 18m3/day V = 150m3 n (no of days till 150 m3 water last) =?

Q: 10 cumecs of water is delivered to a 20 hac. field, for 5 hours. Soil probing after the irrigation…

A: ASKED: To compute the water application efficiency(%). Given, Flow rate of water supplied to the…

Q: What is the infiltration capacity at 3 hours of a soil

Question

2. To irrigate a strip of area of size 100 m × m, the time
taken is 50 minutes. Assuming average depth of water
is 8 cm and average infiltration is 4 cm/hr. Find the dis-
charge of stream flow in cumecs?

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given data:-

VIEW

Step 2: Calculation of disharge of the stream flow:-

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A catchment has a size of 100 km2 . In its original condition, the average annual total runoff from the catchment is 1.0m3/s . The average annual rainfall is 800 mm/a . In an average year, 50% of the rainfall infiltrates and only 10% of the rainfall reaches the groundwater . Capillary rise is negligble. a . How much is the evapotranspiration in an average year(neglect the effect of storage)? b . How much water seeps out from the groundwater to the surface water in an average year if you assume that over a year there is no change in storage in the groundwater? c .How much water in mm/s,is used by the vegetation(evaporation from bare soil can be neglected)?
Please help.
During a month, the average rate of inflow and outflow in a reservoir of surface area of 20 km2 is 10 m3/s and 15 m3/s respectively. The monthly rainfall and seepage loss is 10 cm and 1.8 cm respectively and the change in storage is 16 million m3. Determine the evaporation (in cm) for the month.
Design also a soakage pit to dispose of a septic tank effluent taking long-term infiltration rate of soil to be 45 liters per square meter per day? The household of twelve persons having a water consumption rate of 100 lcpd. Assume the design temperature 30 degrees centigrade and the sludge accumulation rate is 0.05 m3 per person per year.
A catchment has the Horton infiltration parameters: fo= 150 mm/h, fc = 50 mm/h, and k = 3 min¹. The design storm is given below. Estimate the time when ponding begins. Interval (min) Average rainfall (mm/hr) 20 40 80 170 90 20 0-10 10-20 20-30 30-40 40-50 50-60
Pls answer number 3
Please provide an explanation for evry formula and solution. And be clear with your answer. In 1997, Upper Grand watershed near Maputi, Bukidnon with an area of 4350 sq.km received 77.7 cm of precipitation. The average rate of flow measured in the Grand River, which drained the watershed, was 39.6 cu.m/s. Infiltration was estimated to occur at an average rate of 9.2 x 10-7 cm/s. Evapotranspiration was estimated to be 45 cm/yr. What is the change in storage in the watershed in cm/yr. Also, calculate the runoff coefficient for this watershed.
A discharge of 0.15 cumecs is supplied into a canal at the head and 0.1 cumecs is delivered to field having an area of 1.5 hac. The Irrigation is started at a moisture extraction level of 60% of the available moisture and then extends for 10 hours. Determine the following efficiencies: water conveyance, water application, water storage, and water distribution. The following information are known: effective depth of r.z. = 1.7 m, runoff loss in the field = 425 m3 , water penetration depth varies linearly from 1.7 m at the head end of the field to 1.1 m at the tail end, W.H.C. = 25cm/m depth of soil.
Question A 4-hour rainfall in a catchment of 250 km² produces rainfall depths of 6.2 cm and 5 ❤ cm in successive 2-hour unit periods. Assuming the index of the soil to be 1.2 cm/hour, the runoff volume is A 1.6 ha-m B D 16 ha-m 160 ha-m 1600 ha-m
If annual water requirement for farm pond is 1.1 ha - m, the storage requirement allowing 43% losses is: Select one: a. 2.56 ha - m. b. 0.63 ha - m C 0.47 ha - m d. 1.95 ha - m.
An intense rain is falling at a uniform rate of 7.5 cm/hour for a period of 60 minutes on a basin whose area is 500 hectares. If the average infiltration capacity during the entire rain period is assumed to be 1.5 cm/hr, the maximum run-off rate based on 10 minute peak percentage of 16% from distributing graph of the basin, is 60 cumecs 100 cumecs 80 cumecs O40 cumecs
I need the answer as soon as possible