Integrated Science
Integrated Science
7th Edition
ISBN: 9780077862602
Author: Tillery, Bill W.
Publisher: Mcgraw-hill,
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Chapter 16, Problem 10PEA
To determine

The velocity of a stream having cross section area 3.68×103 m3/s with discharge of 1.13×103 m3/s.

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Subsurface Drainage Q.A) The drainage design of a field is drain spacing = 60 m, length of drain lines = 200 m, slope 60 cm/km, specific discharge 6 mn/day. Estimate drain diameter. Assume 75% capacity factor and clay tiles.
A proposed embankment fill requires 5500 m3 of compaction soil. The void ratio of the compacted fill is specified as 0.70. The following four borrow pits are available with their respective void ratio of the soil and cost per cu.m. for moving the soil to the construction site.       Borrow Pit          Void Ratio     Cost per m3 (Pesos)             A                     0.85                850             B                     1.20                640             C                     0.95                760             D                     0.75                940       Compare the total cost for acquiring soil at each borrow pit and select the pit from which soil should be brought to minimize the cost. Assume Gs to be the same at all pits.
Question 4: A well with a storage coefficient of 0.05 m/s has a slope define by rise = 3 and run = 4. Find the velocity of flow using Darcy’s equation. Question 5: The soil porosity in the area where the 46-cm diameter well in Question#4 is 48%, find the discharge of the groundwater.Given the coefficient k in Question#4 and porosity p in Question#5, find the transmissibility (T) in m/s per unit m, if the aquifer width is 1.2 m.
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Newton's First Law of Motion: Mass and Inertia; Author: Professor Dave explains;https://www.youtube.com/watch?v=1XSyyjcEHo0;License: Standard YouTube License, CC-BY