Transcript Project H2Go - Texas Tech University

Project
H Go
2
Houston, TX
Tyler Gentry – Fall09
(REVISION2)
Analysis
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In order to make a calculation of water tank capacity requirements for the micro
area of study, we will look directly at the Buffalo Bayou.
The drainage area of the Buffalo Bayou is 103 square miles.
The population in that drainage area is over 410,000.
The open stream is 116 miles.
During Hurricane Allison, a gauge on the Buffalo Bayou read 23.54 inches of water
in 5 days, 14.45 inches of that were in 2 days.
If the entire area of the Buffalo Bayou’s drainage system received 7.3 inches of rain
in a day, that would amount to:
1 sq. mile = (5280x5280) or 27,878,400 s.f.
7.3” = .6083333 of 1 foot
This equates to (.6083333x27,878,400/.6083333) 16,959,360 cubic ft. of water per
mile.
This is (1 US Gal = .133680556 cubic ft.) or 126,865,350 Gallons per mile.
The total gallons in the Buffalo Bayou Drainage system through the day would then
be (126,865,350x103) or 13,067,131,059 Gallons in a 24 hour period.
Images of Process
Images of Process Cont’d
Analysis Cont’d
• From these analysis images, we can assume
that approximately 60% of the land in this
area is impervious cover.
• If we assume that at least 60% of the total
gallons per day must drain through the bayou,
this is still (13,067,131,059 Gallons*60%)
7,840,278,635 gallons per day or 326,678,277
gallons per hour flowing into the buffalo
bayou.
• As seen in the above diagram, the flood areas along the Buffalo
bayou are divided into 7 approximately equivalent areas for
implementation flood control systems.
• Each area’s tanks would need to be capable of containing
2,240,079,610 gallons.
Size Requirements
• 500,000 s.f. footprint
• 2,240,079,610 gallons need to be removed /
contained to prevent the 2 day long 500 year
flood as seen in Tropical Storm Allison
• 1 US Gal = .133680556 cubic ft.
• We need to contain 299,454,962 cubic feet of
water.
• With this footprint, the
structure needs to be
approximately 600’ feet tall.
The Design H2Go
• The structure is a set of modules that use the center of each
structural support column (10’ diameter) for either suction
tentacles or electrical supply.
• The structure is to act as a gauge of the flooding throughout each
region.
• The levels are segmented so that if the water is flooding upstream,
the left hand side of the gauge / collection tank displays to the city
that this is happening.
• If it downstream, we see the opposite.
• Below is an example of flood waters coming in from upstream.
Re-Calculation
• The following analysis is in order to determine the amount of water
the natural bayou system can contain.
• From numerous section studies, it is determined that the bayou has
an average collection of 22’ deep x 145’ wide along 116 miles
(612,480 l.f.) can contain an additional 1,953,811,200 cubic feet of
water through the natural system.
• This number can be divided by the (7) tanks along the bay, giving us
a reduction of 279,115,886 cubic feet of required containment.
• The new required containment is 299,454,962 - 279,115,886 =
20,339,076 cubic feet of water at (7) locations along the Buffalo
bayou.
Precedents
Critical Components - Redesign
• Pump
• Tubes
• Tank
Tank Potential Base Shapes
Critical Order
• The pump/vacuum must be above the tank.
• The tank must be 50’ above ground at the
lowest point in order to have water pressure.
• The tank requires columns.
• The tentacles must come from the top as they
have to connect to the pump / vacuum.
• The entire system must be modular.
Resources
• http://www.vacuum-guide.com/images/nash_904-vacuumpump.jpg
• http://www.allgreen.com.au/images/Water%20Tanks.jpg
• http://www.lamidesign.com/blog/imgs/tubing.jpg
• http://www.bchslahore.com/images/homes/Pleasant%20Vi
ew%20Water%20Tank%20008.JPG
• http://www.timboucher.com/journal/wpcontent/uploads/2007/05/liberty-dam-free-flow4.gif
• http://www.ucsusa.org/assets/images/ce/impoundmentfinal.jpg
• http://www.sciencebuddies.org/science-fairprojects/project_ideas/Math_img080a.jpg