High-drainage density indicates poor * drainage conditions true O False O Calculate the evapotranspiration losses by using Blaney-Criddle method, the ‘consumptive use coefTicient for the wheat crop is 0.75 Nionihs Temperature | Monihly per cent daylight| Nov. 166 76 Dec 1295 73 Jan. 1095 74 Feb. 146 12 32.01cm 320.1 mm/ month 32 cm/ month 0000 33.2 cm/year %VT I.:Ddocs.google.com/formsHigh-drainage density indicates poordrainage conditionstrueFalseCalculate the evapotranspiration losses by using Blaney-Criddle method, theconsumptive use coefficient for the wheat crop is 0.75MonthsNov.Temperature16,6Monthly per cent daylight7.6Dec.12.957.37.47.2Jan.10.95Feb.14.632.01 cm O320.1 mm/ month32 cm/ month33.2 cm/year

Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Answered: High-drainage density indicates poor *…

Engineering

Civil Engineering

High-drainage density indicates poor * drainage conditions true False O

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter8: Landfills

Section: Chapter Questions

Problem 8.9P

See similar textbooks

Related questions

Q: he discharge of water collected from a constant head permeameter in a period of 5 minutes is 500 ml.…

Q: IT the raln starts at 8: 8:00PM on 10November2015, use Horton's Equation to solve for the infiltrat…

Q: Q2) Given; fc = 30%, wp = 11 %, As=1.3, R.Z=80cm, and frequency of irrigation =12 days. Determine…

Q: A recently irrigated field plots on Day 1 the total available soil moisture at its maximum value of…

A: Given - A recently irrigated field plots on Day 1 the total available soil moisture at its maximum…

Q: Situation 01. Compute the ponding time and the depth of water infiltrated at ponding for a sandy…

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: Wheat is to be grown in certain place, the climatic conditions of which are tabulated below,…

A: Using blaney criddle equation, Month temp(°C) % rainfall f November 18 7.2 1.7 11.592…

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: Compute the average rainfall using the Isohyetal Method A1= 250sq.m , P1=36 10 P1 A2= 198 sq.m, P2=…

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

Q: Problem 11.6: The following crops will be cultivated with the indicated areal percentages; cotton…

A: Given data:- The indicated Areal percentage, Cotton =30% Corn =30% Wheat =40% The area lies at 36° N…

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: Using Isohyetal Method, calculate the average rainfall of the given section. A = 10 + (Class# / 8) B…

A: To Find :- average Rainfall using isohyetal method in the given section.

Q: 11- The soil of farm have Fc= 39%, W.p 14%, root zone depth 110 cm and Cu= 6mm/day, if initial water…

A: field capacity Fc=39%=0.39depth of root zone d=110 cm=1100 mmwater content of the soil w=22…

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

Q: From the following data, determine the seasonal consumptive use. Use crop factor = 0.70. Month Nov.…

A: Given: The crop factor is 0.70. The following data is, Month Nov. Dec. Jan. Feb.…

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

Q: A crop has to be grown at a certain place, the climatological conditions for the month January are…

A: The given data is shown below: Water application efficiency=80%Crop factor=0.8

Q: Problem 11.6: The following crops will be cultivated with the indicated areal percentages; cotton…

A: drainage equation : A drainage equation is a mathematical expression that describes the relationship…

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

Q: -::Q1/ An agricultural farm in which Leaching Requirements Depth of irrigation water…

A: Leaching requirement = LR = 35% Depth of irrigation = (dw)i = .1m of water/irrigation…

Q: Problem 3.5 (page 115): A concrete-paved parking lot (surface slope 0.5%) has a sheet flow path…

A: Step 1

Q: On 24 January 2020, the observed climate data in NAIA data are: temperature 17°C, relative humidity…

A: Given data: T=17∘CRelative humidity=83%wind speed=0.9 m/spsychometric constant=66.5 Pa/∘C

Q: Q4) Given; fc = 20%, wp = 10 %, PAD%=50, As=1.5, and effective rainfall= 50mm. The net irrigation…

Q: 3.4 At a reservoir in the neighbourhood of Delhi the following climatic data were observed. Estimate…

A: Data given: Month Temp (°C) Relative humidity (%) Wind velocity at 2m above GL (km/h) January…

Q: Estimate the rainfall at station D in that year

A: Given: Normal annual rainfall at A, B, C and D are 80.97, 67.59,76.28 and 92.01 respectively…

Q: 14. Monthly potential evapotranspiration (ET) rates U, and measured precipitation depths P in a…

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: Conclusion about Determination of Evapotranspiration (Laboratory Report)

A: ● Solution:- Evapotranpiration is the combined value of evaporation and transpiration from an area.…

Q: Q11) For a particular irrigated farm with a clay loam soil of R.Z = 1.25m, the water holding…

Q: The average weather conditions are; = 100 W/square meter = 25 deg. C = 55% Net radiation Air…

Q: A soil has the following soil properties for use in the Green-Ampt equation: n = 0.464 K = 1.5 in/hr…

Q: Q1/ An agricultural farm is cultivated in August. The available data are: ETmax = 1860 C°, ETmin =…

A: Given ∑Tmax = 1860° C , ∑Tmin = 1395° C Month - October (31 days) Latitude - 55° North Blaney -…

Q: Water flows in a river. At 8 a.m. the flow past bridge 1 is 2150cfs. At the same instant the flow…

Q: Wheat is to be grown in certain place, the climatic conditions of which are tabulated below,…

A: Hi there!! since you have asked multiple questions, we will solve the first question for you. If you…

Q: Wheat is to be grown in certain place, the climatic conditions of which are tabulated below,…

Q: Calculate the potential evapotranspiration in mm/month using Blaney and Criddle's method on Jun.…

A: The Blaney - Criddle's Equation is: PET=a+bf

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

Q: For a given plant - soil relation, aridity index was found out to be 0.25. What would be the ratio…

Q: -:Q1/ An agricultural farm in which Leaching Requirements Depth of irrigation water…

A: Given data: Evapotranspiration (ET)=0.013 m of water /day LR% =35% (dW)i=0.1 m of water /Irrigation

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

A: as per bartleby guidelines we are advised to solve only 1st question ' kindly upload the next two…

Q: Day 1 2 3 4 5 6 7 Rainfall, mm 11 8. 13 11 Water added, -5 -3 0 0 7 4 mm Determine the pan…

A: Area of lake (A)= 350 ha Pan Coefficient (Cp) = 0.7

Q: A soil has dry densit y 1.69 V=lo% Gs =2.7 using cm Phase diagram determine a- e *9 C-S d- S... sat…

A: Given data, Water percentage = 10% Dry density = 1.6 gm/cc G = 2.7 To find out the void ratio,…

Q: Problem 11.6: The following crops will be cultivated with the indicated areal percentages; cotton…

A: Given:- The indicated areal percentage for Cotton =30% The indicated areal percentage for Corn =30%…

Q: The elapsed time between the time rainfall begins and the time water begins to pond on the soil…

A: Time interval from center of mass of rainfall to centroid of hydrograph is called lag time and it is…

Q: Q2) Given; fc = 30%, wp = 11%, %3D As=1.3, R.Z=80cm, and frequency of irrigation =12 days. Determine…

Q: Gage Measurement P1 3 cm P2 40 mm P3 2 cm Determine the overage precipitation for the above aata?…

Q: Determine the amount of evapotranspiration from an area if the total rainfall precipitated during a…

A: Given- total rainfall P=10 mmMoisture in root M=5 mmSeepage loss S=2.5 mmPercolation loss G=2…

Concept explainers

Landfills

The landfill is a site used for the disposal of waste materials. The landfill is a solid waste facility that is often known as a dumping ground. The image below shows a landfill site in Hawaii. Landfilling is the most ancient and common method used for the disposal of waste. For the landfill, a deep trench is constructed in an isolated place away from the city. The trench for landfills is designed properly after analyzing the total population and the waste generation per capita. The waste is dumped into the trench and after every layer of waste, a layer of soil is spread on the top of it.

Question

High-drainage density indicates poor * drainage conditions true O False O Calculate the evapotranspiration losses by using Blaney-Criddle method, the ‘consumptive use coefTicient for the wheat crop is 0.75 Nionihs Temperature | Monihly per cent daylight| Nov. 166 76 Dec 1295 73 Jan. 1095 74 Feb. 146 12 32.01cm 320.1 mm/ month 32 cm/ month 0000 33.2 cm/year

%VT I.
:D
docs.google.com/forms
High-drainage density indicates poor
drainage conditions
true
False
Calculate the evapotranspiration losses by using Blaney-Criddle method, the
consumptive use coefficient for the wheat crop is 0.75
Months
Nov.
Temperature
16,6
Monthly per cent daylight
7.6
Dec.
12.95
7.3
7.4
7.2
Jan.
10.95
Feb.
14.6
32.01 cm O
320.1 mm/ month
32 cm/ month
33.2 cm/year

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

Note:

VIEW

Introduction

VIEW

Explanation

VIEW

Step by step

Solved in 3 steps

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

Wheat is to be grown in certain place, the climatic conditions of which are tabulated below, Determineevapotranspiration and consumptive irrigation requirement (C.I.R) of crop. Also determine fieldirrigation requirements (F.I.R) if water application efficiency is 80%. Use Blaney Criddle equation withcrop factor of 0.8.Month Average-monthlyTemperature (OC)Monthly %age ofday/time hoursUseful averageRainfallNOV 18.0 7.20 1.70DEC 15.0 7.15 1.42JAN 13.5 7.30 3.01FEB 14.5 7.10 2.25
Also calculate secondary losses with sudden narrowing
Water at 15°C is pumped from a reservior at a rate of 0.1131 m3/s where the local atmospheric pressure is 94.6 kPa. The total head loss in the suction pipe is 1 m. From the manufacturer data, the NPSHrequired at this operating point is 7.8. Determine the maximum height hs (meters) before cavitation can occur. Round off your answer to 3 decimal places.
Determine the water-application efficiency, the water-storage efficiency, and the water-distribution efficiency for the following conditions: stream of 80 lps delivered to the field for 5-hours, runoff averaged 40 lps for 2.5 hr, depth of root zone was 1.8 m, depth of penetration varied linearly from 1.8 m at one end to 0.6 m at the other end of the field. Ans. 76.5%, 66.7%, 90.6%
A distributary channel having bed width 5.00 m and full supply depth of1.50 m carries 3.0 m3/s of discharge. A semi-modular pipe outlet in this channel has a commandarea of 15 ha growing rice with a kor depth 20 cm and kor period of three weeks. Determine thesize of the outlet and set it for sub-proportionality with a flexibility of 0.9. Assume the lengthof the pipe as 3.0 m and friction factor as 0.03. The available diameters of the pipe are 150, 125,100, and 75 mm.How does this outlet behave if the distributary runs below FSL at 1.0 m depth ?
Water 20°C, flows at a rate of (0.05 m3/sec) in (20-cm) asphalted cast-iron pipe. What is the head loss per Kilometer of the pipe, if the Kinematic viscosity of water (v= 1.0 x 10* m2/sec) , and friction factor in the pipe (f= 0.019) ?
In a basin irrigation machine, infiltration equation is Z=6T0.five (T as min and Z as millimeter), discharge in width unit is 0.000286 cubic meters in line with 2nd per meter, to be had discharge for irrigation is zero.00283 cubic meters per 2nd, there isn't runoff, basin width is 6 meters, requirement powerful storage in root depth is a hundred millimeters, and final infiltration after 4 hours (whilst water attain to the stop of basin) is 10 millimeters in keeping with hour. determine duration of basin, irrigation time, and common deep percolation.
A stream of 180 lps was diverted from the river and 100 lps were delivered to the field. An area of 25hectares was irrigated in 8hours. The root-zone depth was 1.8m. The run-off average 50lps for 3hours. The depth of the water penetration varied linearly from 1.8 m at the head of the field to 1.2m at the end of the field. Determine the water-conveyance, water application, water storage and the water distribution efficiencies.
Determine the dimensions of a rapid-mixing basin toprocess 3.0 MGD of water. The basin will be square and thedepth is assumed to be 1.5 times the width. Use a detentiontime of 30 s and velocity gradient of 750 fps/ft. The averageminimum sustained temperature is 40∘F and the absoluteviscosity is 3.229 × 10−5 lb⋅s/ft2. Two rapid-mixing basinswill be constructed, each having the capacity to process theentire flow. Determine the following:a) Dimensions of L, W, and D (ft).b) Power input (hp)
A civil engineer is designing the outflow of a pond. The pond has a radius of r=200m,and the maximum sustained rainfall rate is v=2.1x10 -5 m/s, about 3 inches per hour. If theengineer makes the outflow with a cross-sectional area of A=0.5m 2 , what maximumvelocity will the outflow of water have during a heavy rainstorm if the surface level ofthe pond does not change?
Give me right solution You have designed a 16-in diameter stormwater pipe to flow at a velocity of 5 ft/s when full. The Manning’s roughness coefficient is 0.011. What material is most likely the pipe made of and what is the slope of the energy grade line?
Hope your help hydraulic question thanks (CE 340)