Answered: The inflow inters to a lake (50km2)…

The inflow inters to a lake (50km2) during a 6-months period is 25m/sec, the precipitation over this lake is 8cm. Depression storage is 18*10°m3 and infiltration is 1.5cm. O option 1

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: Question:- Estimate the 7-day low flow with 50 year return period for ungauged abstraction point at…

A: Given:- The cross-sectional area of the catchment = 1750 km2 The time period = 7-day low flow with…

Q: A 10-acre pond is located within a 640-acre watershed. The pond is lined with compacted class so…

Q: A V-notch-shaped bed of trough with a 30" diameter receives backwashing water from a filter layer…

Q: A soil has the effective moisture content is 0.35, its soll suction head is 9.0 cm, hydraulic…

A: Step 1

Q: A 12 hr storm over a catchment area of 180 hectares produces a total rainfall of depth 12 cm. An…

Q: 81. The farm water requirement is 2.0 Ips/ha, application efficiency is 75% and the conveyance…

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: The peak of flood hydrograph due to a 3-h duration isolated storm in a catchment is 300 m3/s. The…

Q: Q2: The normal annual rainfall at stations A, B, and C in a catchment are 60, 63, and 76 cm,…

A: Given Data:Annual Rainfall at station A=NA=60cm B=NB=63cm…

Q: For a given month a 100 acre lake has 10 cfs. of inflow , 8 cfs outflow total storage increase of 20…

A: Given DataArea of lake =100 acre=627264000 inches2inflow=10cfs=17280 in3/soutflow=13824 in3/sstorage…

Q: Over a basin of area 333 km2, there was a storm for 6 h with a uniform intensity of 2 cm/h. The…

Q: q= 2200 cfs q= 62.2970 cms The watershed above the same location at Little Alamance Creek is 7.2…

A: Given data:- Flow rate Q = 2200 cfs Rainfall duration t = 1 hour = 3600 seconds Water shed area A =…

Q: Question- A sediment reservoir is planned for a 2100 sq.m site that has a peak inflow of 120cumec.…

Q: A lake with a surface area of 1260 acres was monitored over a period of time. During a one-month…

A: Given data in question Area 1260 acres Inflow 44 cfs Outflow 26 cfs Seepage 1.6 in Evaporation 3 in…

Q: The precipitation observed by three gauges A, B, and C are 8mm, 10mm, and 12mm for thee…

A: Given Data : Precipitation at gauge A, PA = 8 mm Precipitation at gauge B, PB = 10 mm Precipitation…

Q: Forest areas have higher total evaporation than open land areas O True O False

Q: of 100 mgd is to be obtained from a reservoir that is charged by runoff from a 190 mi² watershed.…

A: According to given data A flow of 100 mgd is to be obtained from a reservoir that is charged by…

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: Q1) Estimate the constant rate of withdrawel in (m3/sec) from a (1375 ha) reservior in a month of…

A: To find the rate of withdrawal

Q: Q.3-A3-hour rain of average intensity 1cm/hr fall over the chachment area in figer below .the value…

A: Given data, 3-Hour Rain Average Intensity = 1cm/hr Runoff coefficient for 1st hr = 0.5 Runoff…

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

Q: Q4: If the height of the flood hydrograph resulting from a 6-hour rainstorm is over a certain…

Q: Q-Hydrology (Civil) A storm with a uniform intensity at 1.6 cm/hour for a period of 8 hour occurring…

A: Given data- A storm with a uniform intensity I = 1.6 cm/hour, t= 8-hour period, Basin area A=650…

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: The initial infiltration capacity fo of a watershed is estimated as 1. 5 in./hr and the time…

A: Given data :

Q: Hill slope area : 1.5 x 104 m2 This area receives precipitation for 41 minutes with an avg…

A: Detailed solution is attached below as

Q: In reference to the Table below: Day 1 4 5. 7. Rainfall, mm 11 8. 13 6. 11 0. Water added, mm -5 -3…

A: Evaporation is generally the method that modifies the water from a liquid to a gas and also vapors.…

Q: Question 6 If a rainstorm of 8 cm gives the runoff of 4 cm in a catchment whose p-index is fixed and…

A: Given data- Total rainfall P=8 cm, Runoff R=4 cm, Duration of rainfall t=3 hrs, To Find- The runoff…

Q: Estimate the storage change (ft) for this lake during the month.

A: Evaporation Evaporation is one of the process in hydrologic cycle in which water from different…

Q: Hope your help hydraulic CEE 340

Q: A reservoir has a catchment area is about 150 hectares. The rainfall is 2.5times of run-off and the…

Q: Q- Find the maximum area that can be irrigated, when the tube well is discharging at the rate of…

Q: parameters: fc, the equilibrium infiltration capacity is 17 mm/hr; fo, the initial infiltration is…

A: To calculate the volume of infiltrated water for each storm over different time periods, we can use…

Q: The culturable commanded area for a distributary is 2 x 108 m². The intensity of irrigation for a…

A: Given- Kor water depth=14 cm, Kor period for the crop=4 weeks=28 days, Culturable command area-…

Q: Q 1 (part ii) A 4m wide rectangular channel (n=0.013) carries the water on a 2% slope from the…

Q: Consider a catchment that has a runoff coefficient of 0.82, an average slope of 0.02, a Manning's n…

Q: a drainage basin with an area of 5 km2 receives 25 mm of rainfall. The losses due to interception…

A: The given data is: Drainage Basin Area = 5 km2 Rainfall = 25 mm Losses due to interception and…

Q: Find the total hydrograph resulting from a storm with a gross rainfall intensity (in/hr

A: ###Finding of ordinates of total hydrogrogh or flood hydrogrogh resulting from given rainfall by…

Q: A lake of surface area 500 Acres received a daily average rainfall equals to Your Roll No (R) mm for…

Q: A rain depth of 10 inches falls on a developed area of Charleston (CN = 90). Estimate the runoff.…

Question

100%

m- 2020 x
R How to convert discharge m3/s
x8TWkQ7sumOLEQVīy9wKgLG9CzhH-3C43IMQ-A/formResponse
The inflow inters to a lake (50km²) during a 6-months period is 25m/sec,
the precipitation over this lake is 8cm. Depression storage is 18*10°m³
and infiltration is 1.5cm.
O Option 1
Inflow discharge (cm/6-months) -*
O 774.60
O 665.60
O 777 60
O 666.60
AS (cm/6-months)=
O 34
O 36
38
32
O O O O

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

(i) A catchment experiences a 2-hour duration isolated storm and the peak of the flood hydrograph due to this storm was found to be 220 m³/s. The total depth of rainfall was 47 mm. Estimate the peak of the 2-hour unit hydrograph of this catchment, assuming a constant base flow of 15 m 3/s and an average infiltration rate of 2.5 mm/hr. If the area of the catchment is 445 km², determine the base width of the 2-hour unit hydrograph assuming that the unit hydrograph is triangular in shape.
Do it step by step
Q1. A catchment area of 2000 hectares received 10 cm of rainfall in a month. At the outlet of the catchment draining 1.296 million m/day and receive the inflow 0.864 million m/day . the losses due to seepage 1.8 cm and the change in storage 15 million m ,estimate the evaporation in that month?
Q1) Stabilization ponds receive a wastewater flow of 350 m³/d with a BOD of 320 mg/l. If the BOD loading is 2.8 g/m²/d calculate the total surface area and storage available between the 0.6 m and 1.5 m depuis assuming a waier loss of 0.27 mm/d during the winter months. winter ALL
Reservoir & Channel routing.
If the inflow is less than evaporation then the following will occur excepta. open lakeb. closed lakec. evaporation occursd. occurs ephemeral
Q1)A storm water retention pond following a 4-hour rainfall event with 2-in accumulation. The contributing watershed area is 20 acres, of which 2 acres in the pond. The pond has a rectangular geometry. The initial depth of water in the pond is 5 ft. The soil of the watershed on average is pasture type in good condition. The pond drains by infiltration through the bottom (fully effective) and sides of the pond at the rate of 2 in/hr. The effective area for infiltration through the sides of the pond is 2000 ft. What is the depth of water in the pond 12 hr after rainfall ends? Assume runoff has ended by this time?
uestion No.3 catchment has a net area of 90 ha. After one vear, groundwater table is nonitored, and a sie change is detected. During this year, the average monthly precipitation and evapotranspiration were 20mm and 5mm respectively. In a certain location through the watershed, water dam (Assuming that the lake water depth is 4.0m and evaporation is neglected). Answer Reservoir area
For border strip method of irrigation 0.04 ha area is irrigated from tubewell with a discharge of 0.02 cumec. The infiltration capacity of soil may be taken as 5cm/h and the average depth of flow on the field as 10 cm. The time required to irrigate a strip of land of area 0.04 ha will be
Determine the required area (in ft ) of a bioretention basin to service runoff from a shopping complex with 4 .2 acres of paved parking, 1.1 acre of sidewalks, 0.5 acre of landscaping. The 24-hr design storm is 1 inch. Use the empirical coefficients in Small Storm Hydrology method. There is no underdrain pipe for the bioretention basin. Use the following guidelines for the design: Ponding depth = 12 inch Media bed: 36 inches deep, porosity = 0.30 Gravel bed: 24 inches deep, porosity = 0.36