ري . يلي ذلك تحديد إجمالي الاستخدام الاستهلاكي لمدة شهر واحد من خلال جمع كمياتيتم أولا حساب الكمية الكلية للمياه التي يستهلكها المحصول في التبخر-النتح خلالالمياه المستهلكة في عمليات الري المختلفة التي تمت في ذلك الشهر.Exercise [11:The following data were obtained in determining soil moisturecontent at successive depths in root zoneThe bulk density of soil in root zoneprior to irrigation:= 1.50 gm/cm³, Availablemoisture holding capacity of soil = 17.8 gm/m depth of soil.Calculate:a) The moisture contents at different depths in root zone,b) Moisture available in root zone just after irrigation,c) Net depth of water to be applied to bring the moisture content tofield capacity.Depth ofsampling (cm)0-2525-5050-7575-100mad Habeeb obeadWeight of moistsample (gm)134.00136.28122.95110.92Oven dry weightof sample (gm)126.82127.95115.32102.64

Given: The soil moisture content at successive depths in the root zone prior to applying irrigation…

Exercise [11: The following data were obtained in determining soil moisture content at successive depths in root zone prior to irrigation: The bulk density of soil in root zone = 1.50 gm/cm³, Available moisture holding capacity of soil = 17.8 gm/m depth of soil. Calculate: a) The moisture contents at different depths in root zone, b) Moisture available in root zone just after irrigation, c) Net depth of water to be applied to bring the moisture content to field capacity. . Depth of sampling (cm) 0-25 25-50 50-75 75-100 Weight of moist sample (gm) 134.00 136.28 122.95 110.92 Oven dry weight of sample (gm) 126.82 127.95 115.32 102.64

Exercise [11: The following data were obtained in determining soil moisture content at successive depths in root zone prior to irrigation: The bulk density of soil in root zone = 1.50 gm/cm³, Available moisture holding capacity of soil = 17.8 gm/m depth of soil. Calculate: a) The moisture contents at different depths in root zone, b) Moisture available in root zone just after irrigation, c) Net depth of water to be applied to bring the moisture content to field capacity. . Depth of sampling (cm) 0-25 25-50 50-75 75-100 Weight of moist sample (gm) 134.00 136.28 122.95 110.92 Oven dry weight of sample (gm) 126.82 127.95 115.32 102.64

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

and horfor fest ⇒ has yielded Q1A\ A standard proctor test has yielded the values shown in the table below, the volume is 1130 ft and the moisture range for 93% of maximum dry unite weight. Water Content (%) 8.24 10.20 12.30 Weight (lb) 3.26 4.15 4.67 Determine: 1. Maximum dry unit weight 2. Optimum water content 14.60 4.02 16.80 3.36
How to solve the problem
Plot the moisture density curve and determine the maximum dry unit weight of compaction and the optimum moisture content.
5. The weight of a sample of partially saturated soil 600 g with a volume of 365 cm3 and after drying the weight became 543 g and the specific gravity of the solids 2.67 Calculate: 1- Water or moisture content 2- Void Ratio 3- degree of saturation 4- If the soil is saturated later without changing the volume, calculate the unit weight for it.
Asap
4. Classify the following soil by the Unified Soil Classification System: Percent passing No.4 sieve = 82 Percent passing No.10 sieve = 71 Percent passing No.40 sieve = 64 Percent passing No. 200 sieve = 41 Plasticity index = 12 Liquid limit = 31
How to solve the problem, may I request to put an explanation every step ?, Thank you so much.
1. Calculate the 4-week soil moisture flux in cm/day between based on the following data. You can use the table below for your summary of answer. Week 1 2 3 4 z1 (m) z2 (m) A 0.9 2.1 Summary of Answer: Total Head Total Head h1 at z1 h2 at z2 K = 250(-y)- Suction Su Head 1 at z1 B 0.8 cm 2.0 2.11 Suction Head 2 at z2 cm C 0.7 1.9 Hydraulic Head Conductivi Difference ty (K) (h1 -h2) cm/day cm cm -145 -230 -165 -235 -130 -240 -140 -240 Compare and make conclusion for results of A, B and C. cm Moisture Flux (q) cm/day
Soil mechanic, i need solutions in 10 minutes please.
Please answer 1
A moist soil sample having a volume of 1.16 m3 has a total mass of 2,314 kg. Specific gravity of soil is 2.66. If the water content is 8%, the degree of saturation in percentage. Please answer this asap. For upvote. Thank you in advance
Please kindly answer all. C and d answers mandatory. Please answer all and help me.. thank you