This is all the information that I have to answer this question The task involves building a 16 – foot diameter sewer at a bottom depth of 50 feet in loose sand with a water table at a depth of 8 feet. The Sewer is 12 miles in length The alignment is along city streets. The project needs to be completed in 800 days. Determine the amount and types of equipment you feel should be used on this project and an approximate budget at general cost.

This is all the information that I have to answer this question The task involves building a 16 – foot diameter sewer at a bottom depth of 50 feet in loose sand with a water table at a depth of 8 feet. The Sewer is 12 miles in length The alignment is along city streets. The project needs to be completed in 800 days. Determine the amount and types of equipment you feel should be used on this project and an approximate budget at general cost.

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

Note# Honorable expert teacher kindly solve each and every step of the Q#1 as soon as possible, its urgent for today..if possible give the answer in typed form..i will be very thankful to u for this kind favor. Course; is Engineering Hydrology & Water management...( Department; Civil engineering department ).
what is the environmental constraint of drainage system in society?
How will a second bar screen for redundancy for a wastwater treatment plant?
2. Why should any source of water be tested before the water is used? 3. When a project (building) being designed is going to connect to a community water supply, what information about the system must be obtained? 4. How are wells classified, and what methods of construction may be used for each type? 5. What two types of of well pumps are used, and what are the limitations of each? 6. How and where are the following valves used in the plumbing system? al Globe
Determine the required water supply flow volume (gpm) required for a planned development that will have a population 42,000 people and a fire demand based on a 152,000 ft? department store built of modified fire resistive construction. W the needed fire flow (gpm) and duration (hrs)? What is the needed fire flow (gpm) and duration (hrs)? What is the require design flow (gpm)? How large of a reservoir or storage tank is needed (gal)? Provide answers to 0 decimal places. 1. 42,000 leoPle x 150= 630 0000 Design supply flow: gpm Needed Fire Flow: gpm NFF duration: hrs Storage capacity: gal
Q2/ Consider Table below summarizing the details of a project and determine the following Activity 1-2 1-3 2-4 3-5 4-9 5-6 5-7 6-8 7-8 8-10 9-10 10-11 4-6 6 2 6 4 2 4 5 1 2 2 1 2 0 9 4 8 7 7 9 2 3 4 8 10 12 9 11 4 5 5 (To) (Tm) (Tp) 15 2/3 6 . 4 6 3 5 0 0 Please I want the correct solution as soon 1-Construct the project network. as possible, my friend. Thank you 2-Find the critical path and the expected project completion time. 3- What is the probability of completing the project on the week 33?
Draw the arrow diagram for the following activities and show the critical path. activity duration Pervious Follow A 2 D,G,H 4 E C F D 3 A L E 4 G,H F 3 C 1,J 5 A,E,I H 4 A,E,I K F G,H J F N,K K 8 H,J L 4 D,G M 5 L P N 4 J 2 P 2 M,K,O Q 3 | B z O
I am having trouble figuring out this area of mixed-use land area that is proposed for construction. The region is known to be soil type C. This mixed land use has a drainage outlet into a 600m^2 reservoir. The nearby commercial areas want to withdraw some water from the reservoir for their manufacturing needs, but they’re unsure how much they can take. The city has instructed the business owners that regulations indicate the water level must not drop more than 15.00 cm. Help me analyze this problem to inform the business owners how much water they can withdraw for the months of May and June. Relevant information is below: Open Water | Area = 5000 m^2 |CN = 0 Contoured and Terraced Small Grain | Area = 15380 m^2 | Contoured & terraced (C&T), good, CN = 78 Commercial and Business | Area = 12450 m^2| commercial and business, CN = 94 Town Houses | Area = 4160 m^2 | 1/8 acre or less (town houses), CN = 90 Open Space | Area = 5290 m^2| open spaces, fair, CN = 79 Streets | Area =…
Explain why combined sewer overflows are a ‘significant environmental problem’ for many cities. Compare and contrast London’s proposed solution to the problem of combined sewer overflows with management plans for other international cities.
Under what minimum circumstance must a project obtain a storm water pollution prevention permit?
1. What criteria will you use to decide the type of (flume, open ditch, surface pipe or underground pipe) conveyance to use?
Q1 Background "We don't want a disposal site near our village!" said Mr. Mohd. Bahir of Kg.Mohd Nor, one of many residents who lived in the nearby villages and firmly were opposing a proposed sanitary landfill near Bukit Payung, Batu Pahat. Currently, all waste collections from the district are sent to the Simpang Renggam dumpsite, which is almost at its maximum capacity. A new sanitary landfill needs to be operational and a new one has been proposed to cater for solid wastes from the Batu Pahat and its surrounding areas. It would be operational for 7 years, with an expected waste capacity of 650 ton/day of domestic solid wastes. The Project would cater for wastes from Batu Pahat and Kluang areas. Even though the DEIA has been approved and the proposed area set and planned by the local authority in the Master Plan, the Department of Solid Waste Management (or Jabatan Pengurusan Sisa Pejal Negara (JPSPN)) and the local authority needs an independent or secondary opinion by employing Mr.…