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CONSTRUCTION & CULTURERESEARCH PAPER1. Summarize the project by reporting such things as WHEN and WHERE it was constructed, the SIZE, the CIVILIZATION that built it and the CULTURE that was prevalent at the time, and any other important information concerning this project.2. Describe HOW this project was built, based on your own research and understanding of what was available. You should at a minimum address such items as: the MATERIALS, CONSTRUCTION METHODS, TOOLS and EQUIPMENT used, and the LABOR FORCE.3. Then give your best analysis of how you think such a project would be built IF IT WAS BUILT TODAY! Speculate, be creative, make assumptions - whatever it takes!4. The number of pages in the body of the report is 10 pages. (this does NOT include the cover page, abstract or reference page!). The report is to be computer generated, 12-font, 1" margins, doublespaced with page numbers in the lower right corner. Any graphical information - sketches, photos, maps, etc., will be counted in the 10 pages - up to a limit of 3 pages!5. You MUST have a cover page on a separate page. Then a 100-word (maximum) abstract, titled "Abstract" on a separate page. Followed by the 10 pages of the report. Then the references, titled "References" on a separate page.6. A minimum of three references are required and you must indicate in the text where each of the references are being cited or quoted. Use MLA or APA format for references.
The ordinate of a5-hr unit hydrograph of a basin is determined equal to 300 cfs at atime 4 hours after the beginning of net rainfall. What would be therunoff rate after 4 hours if a storm of uniform intensity
determine diameter of 200 m section commercial steel pipe (darcy's friction factor f = 0.0115) that carries a flow of 0.24 m^3/s and allowable head loss ove the section is 3.5 m.
A 100-ft steel tape of cross-sectional area of 0.0020 in2, weight 2.4 lb, and standardized at 68Fo is 100.008 ft between end marks when supported throughout under a 15-lb pull. What is the true horizontal length of a recorded distance AB for the cond..
The calculation and layout of horizontal and vertical curves should be done only by experienced surveyors and differential leveling measurements
A layer of normally consolidated clay has been filled with 2m of gravel at a unit weight of 17kN/m3 for a long period of time and the settlement of the clay layer monitored giving a total final settlement of 330mm.
Consider high pressure steam at 400 degrees C and v =0.01567 m^3/kg. Obtain estimates of the pressure using (a) the van der Waals equation (b) the redlich-kwong equation. The actual pressure is 150 bar.
A pipeline 900 ft long discharges freely at a point 200 ft lower than the water surface at intake. The pipe intake projects into the reservoir. The first 600 ft is of 10-in diameter, and the remaining 300 ft is of 6-in diameter.
A power plant situated 20 km directly upwind from a protected old-growth forest emits SO2 at a rate of 120 g s-1with an effective stack height of 100 m (uH= 2 m s-1). Environmentalists claim that the acidic deposition is damaging the valuable fore..
For a trapezoidal shaped channel (n=0.014 and slope = 0.0002 with a 20-ft bottom width and side slopes of 1:1.5 (V:H), determine the normal depth using trial and error technique for a discharge of 1000 cfs.
Find the live load capacity, Pl of a beam with f prime c=4 ksi, fy=60 ksi, Wd=self weight, beam width b=18 inches, beam height h=24 inches, effective depth=21 inches, concrete unit weight=150 pcf, steel As=3-#9 bars.
A large parabolic antenna is designed against wind load. During a wind storm, the maximum wind-induced pressure on the antenna, P, is computed as P= 1/2CRV^2 Where C = drag coefficient, R = air mass density in slugs/ft3,
Oxygen flows without a gain or loss of heat through a horizontal pipe of constant cross section. At section 1 the pressure 175 psia, the velocity is 78 fps, and the temperature is 50°F; at section 2 the pressure is 130 psia
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