Problem • What is the total area required by a city of stable population of 350.000 to provide ten years of landfill disposal capacity for MSW generated by this population. The studies showed that the generation rate in this city is 4.4 Ib person day and the design of the landfill can be 50 ft average depth. The in place density of the waste will be 950 Ib yd. The auxiliary facilities (buildings, roads, equipment, maintenance, storage, etc) will account for 50°o of the actual site area. (27 ft 1 yd). • If a recycling program was initiated in the city, and expected to reduce the disposed solid waste by 25% (by weight), what is the extended life years for the landfill.

Problem • What is the total area required by a city of stable population of 350.000 to provide ten years of landfill disposal capacity for MSW generated by this population. The studies showed that the generation rate in this city is 4.4 Ib person day and the design of the landfill can be 50 ft average depth. The in place density of the waste will be 950 Ib yd. The auxiliary facilities (buildings, roads, equipment, maintenance, storage, etc) will account for 50°o of the actual site area. (27 ft 1 yd). • If a recycling program was initiated in the city, and expected to reduce the disposed solid waste by 25% (by weight), what is the extended life years for the landfill.

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

I need the solution ASAP
『イAYY 13 of 544 * Asiacell T. A docs.google.com الحساب مطلوب اكتب اسمك والتوقيع على الورقة وتهمل اي اجابة بدون الاسم و الرسومات الضرورية Draw the F.B.D. for the beam shown in fig and then find the reactions at A and B? If wo= 35 kN/m and L= 9 m wo B 2 إضافة ملف إرسال رجوع عدم إرسال كلمات المرور عبر نماذج Go ogle مطلقا. تم إنشاء هذا النموذج داخل Mustansiriyah. Universityالإبلاغ عن إساءة الاستخدام Google &ilai منو يعرف يحله Hussein shaheed 07.03.21 at 11:29 AM
12 c.
ارسم مخط ط لحظة القص والانحناء ل لحزمة الموضحة في الشكل أدناه
froblem 3:Areseruair has.an.auerage.corea.of.c20com) and Caftacity afc16:*1á. Liters).the.reservair designed..o.supply.acity.with. Pahulation densityaf.oooaptia). If theauexage. daily.con.sumption.of.ulater.wasc12aLřcad) .and.reseruoir.eua,paration.estimated.by. „(.85%)fram.class A Pan.euafonationof C-18.0.00Liters./day.).w.hen.the.reseruairwill be.empty.?.
HELLO PLEASE HELP, WITH COMPLETE SOLUTION. PLEASE DO NOT MAKE IT COMPLICATED THANK YOUU! 4 DECIMAL PLACESS
What is equivalent user in the basic concept of vibrating system?
Strontium hydroxide solution, Sr(OH)2, is 0.96molars. How many normals is the solution approximately? 04 оз O2 01
Question 6. [3 Points] For a new project located in Trenton, NJ, it has been determined that the path fr the hydraulically most remote point of the drainage area to the point of concentration takes the followi path: 1. 800 ft of paved surface at a 1.5% slope 2. 140 ft of poor grass surface at a 0.9% slope 3. 60 ft of dense grass at a 6.0% slope 4. 1,600 ft of stream flow at a 1% slope. Calculate the total time of concentration using the following nomographs. 1000 -900 -800 -700 -600 -500 PAVED 400 لين ليسا ياليليليليليا 300 -200 BARE SOIL 100 90 80 70 60 50 40 82222222 -30 20 ויזיויויוייויייווווז LENGTH OF DRAINAGE STRIP IN FEET 10 POOR GRASS 0.5 1.0 CHARACTER OF GROUND AVERAGE GRASS DENSE GRASS OR WOODLAND PIVOT LINE PERCENT SLOPE OF GROUND דייוידי משר 2.0 235 3.0 000 5.0 10 120 35 30 25 20 S T T ° 6 0 INLET CONCENTRATION TIME IN MINUTES
plete the following levelling booking and late the reduced levels of all stations by body the rise and fall and height of collimation methods. Apply all arithmetic checks possible. (Engineering Council) BS 1.76 1.05 1:53 0.94 0.51 -0.61 0.32 1.01 FS 1:34 1.09 0.33 d pue # RL 100.00 Station ABCDEFUI G Jaur and se
Y.dsOB presume dl hrence beliwan BSE which measuveel ba Manane (er i the c Phrne betuween BSE (hrozm) dnd Mamonekr veading (Zom) water Water
Time Firm Firm Firm C Firm D A B 7:45-8:00 A.M. 8:00-8:15 A.M. 5 10 10 8:15-8:30 А.М. 25 30 150 20 10 8:30-8:45 A.M. 300 350 125 8:45-9:00 A.M. 9:00-9:15 A.M. 350 300 400 300 15 6. 15 6 9:15-9:30 A.M. 5 4 5 4 Total 700 500 800 450 The average auto occupancy is 2.35 in all cases. Sixty percent of the demand comes from the west and 40% from the east (the arterial runs east-west). (a) Estimate the total demand in the two directions, in vehicles and in people, by 15-minute period. (b) If the four firms are each individually willing to start 15 or 30 minutes earlier (but not later, and not at any other interval, such as 23 minutes earlier), develop a plan that will best reduce the peak demand on the arterial. Summarize the resultant total demand as in (a). Discuss whether the plan you recommend might result in shifts in the (c) pattern of people coming to work (that is, the temporal distribution for each first) and/or in the auto occupancy.