[HYDRO-] TETRIS PIMA WATER URBANISM Raul Castro, Kate Stuteville, Jazmine Tamayo
[HYDRO-] TETRIS Studio Pima Water Urbanism
Project Intent: [HYDRO-] tetris, is a modular concept that ameliorates urban flooding and increases green-space through contextual multi-use outdoor basins. The project takes advantage of a variety of empty or underutilized parcels that exist throughout the city, to allow for quick action and problem solving.
[HYDRO-] tetris is one of eight projects In the Pima Water Urbanism Studio class at the University of Arizona, College of Architecture. In this project eight unique proposals rethink the basic assumptions of what a typical rainwater harvesting system looks like and how these decentralized systems can be best integrated into our existing city fabric to achieve expanded infrastructural resilience and long-term water independence. Where have our rivers gone? How can we be hydro-logical architects?
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CREATORS Project Coordinator: Courtney Crosson
Student creators: Raul Castro, Kate Stuteville, Jazmine Tamayo
Supporting Class Members (map credits ): Dana Ashoori, Christopher Bernhardt, Max Goldberg, Lu Griego, Daniel Jermin, Delia Martinez, Mathew McCulloch, Robert Moreno, Morgan Nestegard, Truc Nguyen, Luz Rosario Pina, Brady Stanton, Jamil Williams
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FLOOD WATERS Cause and Effect on Urban Spaces
Property Damage
Over the past century, Tucson has become an increasingly urban society. Changes in land use associated with urban development have greatly affected flooding in many ways. The Removal of vegetation and soil in favor of impervious surfaces, has made it impossible for water to enter the aquifer in these locations meaning, the water will be traveling farther, faster,
and will
have picked up more material before it reaches a pervious surface. All in all, this means that
Soil Displacement
there will be more water in a given area during times of rain. The icons to the left showcase the three main problems with urban flooding along with photos of Palo Verde Neighborhood, (an area greatly affected by flooding and our area of focus) after a summer monsoon.
Road Damage
5
i
1m
.5
mi
i
i
2m
1.5
mi
LACK OF GREEN SPACE Area of Focus | Proximity to Green Spaces Another issue that affects many areas around Tucson is a relative lack of green-space for residents. The map to the left showcases how far a resident of Palo Verde Neighborhood will have to travel to reach a public park or recreation area.
PALO VERDE NEIGHBORHOOD Christmas Wash | Watersheds and Floodplains Every year, Tucson’s Palo Verde neighborhood is subjected to major flooding from the Christmas
Wash,
which
runs
through
several streets in the surrounding area. The subsequent floodplain from that wash covers many of the surrounding residences.
Blenman-Elm neighborhood
University of Arizona campu Blenman-Elm neighborhood
Palo Verde Neighborhood University of Arizona campus University of Arizona water shed
8
high points
water shed watershed high points high points
site locations flood boundaries
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neighborhoods neighborhoods
site locations site locations
washes Christmas wash sheet flooding zone zone sheet flooding
flood boundaries flood boundaries neighborhoods washes sheet flooding zone
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APPROACH Traditional v.s. Proposed Solution In the past, problems surrounding flooding have been achieved through large
F A ST
projects.
individual
The traditional example to the
left in red, shows a single storm drain. This drain is effective for small rains, and helps to keeps streets and homes free of flood waters. However in
large rains, this system becomes overwhelmed with too much water, causing major flooding around these areas, as seen in many neighborhoods around Tucson. Because there is only one in a given area the system is dependent on how large the single drain is, and given the amount of rain during monsoons, the size needed gets very large very quickly for only one month out of the year. The example in yellow however, utilizes a decentralized approach. Because This
quicker to implement, in addition to being cheaper and dual purposed, there is a higher likelihood of approach is
more of them to exist at any given time. So
more around to take on heavy rains. when one gets overwhelmed there are
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KIT OF PARTS MULTI- USE BASIN
CURB CUTS
1
2
VEGETATION
4
5 1
EROSION CONTROL
2
1
1 15
2
3
4
3
2
COMMUNITY GARDEN
2
1
4
3
24
3
SHADING STRUCTURES
3
36
1
2
3
4
MISC
1
2
3
5
S I Z E| C L A S S I F I C A T I O N
Near education facility to encourage gardening
Partially within flood plane (small basin) In a residential context, requiring minimal maintence
s
ll ma
Budget leniance through a cheaper and workable curb
Design is meant to keep existing vegetation while adding more native plants
The basin serves as a gathering, seating area during the drier seasons Most of the site area found within the flood plane (large basin)
The curb is possible with a slightly larger budget to leave the sidewalk undisurbed
m
diu e m
The pavillion will serve as shade for the older demographic, while also collecting water to store
This muli-use requires the highest budget with porous concrete when not in use as a recycled water pool.
The splash park requires a higher budget to the collection and continual recycling of the water
e larg
The rainwater catching shading structure will aid in collecting water for the water features and provide shade for users
CULTURAL CONTEXT
.9%
GENDER
1,200,000
%
29 .5
POPULATION
1,400,000
GR
18
1,600,000
28.8%
PIMA COUNTY LONG- RANGE PLANNING AREA TUCSON WATER SERVICE AREA
1,000,000 800,000
NO SO M H.S. H. E S.
SOME COLLEGE
1,800,000
%
A DE DU GR AT EE E
2,000,000
EDUCATION
147 GAL.| 88 GAL.
5.5%6.8
5%
ARIZONA| U.S.
FEMALE
10.
94 GAL.
49.6%
MALE
BA C D HE E GR LOR EE S
TUCSON
50.4%
E IAT OC ASS EGREE D
Demographics, Location, and Site Context
600,000
17.9%
400,000 200,000 2000
300,000
ACRE FEET
250,000
1.3%
2010
2020
2030
2040
WIDOWED
2050
MARITAL
0
POTABLE RECLAIMED
200,000 150,000 100,000 50,000
0 2000
2010
2020
2030
2040
2050
DIVORCED
14
4.1%
SEPARATED
31.9% MARRIED
44.8% NEVER MARRIED
HOUSEHOLDS NON-FAMILY
FAMILY
47%
FAMILY WITH CHILDREN
35%
18%
INCOME 50,000
37,500
25,000
12,500
25-
25-44
45-64
65+
CRIME TOTAL CRIME RISK PERSONAL CRIME RISK MURDER RISK RAPE RISK ROBBERY RISK ASSUALT RISK PROPERTY CRIME RISK BURGLARY RISK LARCENY RISK CAR THEFT RISK 125
150
175
200
225
15
250
275
300
325
350
375
400
425
450
CATALINA HIGH SCHOOL
150,000 140,000 130,000 120,000
Case Study | Rain Collection Maximized
110,000 100,000 90,000 80,000 70,000
This lot is situated between a quiet residential
60,000
area to the South and West, and Catalina High
the project will aim to provide both a multi-use community space, as well as a space for outdoor learning.
unique edge conditions
The site also exists on a highpoint within
Gallons of stormwater
school to the East. Because of these two
50,000 40,000 30,000 20,000 10,000 Jan
FebM
ar
Apr
stormwater before intervention stormwater after added native vegetation Stormwater after adding vegetation and a basin (104,577gal)
the area, meaning that the majority of our
flooding mitigation work will go towards collecting rainwater so
that
it
does
not
travel
downhill. community garden
In order to achieve these two goals, the project
native vegetation
examines possible design solutions by utilizing
retained
the kit of parts, shown on page 12 and 13.
SIZE
CONTEXT
May
BUDGET
16
Jun
Jul
AugS
ep
OctN
ov
Dec
E SENECA ST
FUTURE EXTENSION
N PALO VERDE BLVD
SITE
17
EDU
CONCEPTUAL DESIGN Case Study | Community Garden and Pavilion Space
ABO FLO
RES 18
UCATION
OVE OODPLAIN
E SENECA ST
N PALO VERDE BLVD
SITE
SIDENTIAL 19
ENTERPRISE LOT
600,000 560,000 520,000
Case Study | Storm-water and Rainwater maximized
480,000 440,000 400,000 360,000
Much like the site near Catalina High school,
320,000
this lot is also situated between two unique
280,000 240,000
edge conditions. To the East, South, and West with heavy traffic and mostly commercial buildings. However, to the North, the project is located next to a quiet neighborhood. Because of these two unique edge conditions
the project will aim to provide a diverse community space, that can build neighborhood relationships, allow urbanites to relax, and provide safety and security for all who visit.
200,000 Gallons of stormwater
the project is bordered by an urban environment
160,000 120,000 80,000 40,000 Jan
FebM
CONTEXT
community garden
native vegetation
BUDGET
the area, that is both in a floodplain, and just outside of one. This means that our flooding
retaine
mitigation work will go towards collecting rainwater, as well as slowing down storm-water. SIZE
SIZE
CONTEXT
BUDGET
CONTEXT
BUDGET
Apr
May
stormwater before intervention stormwater after added native vegetation Stormwater after adding vegetation and a basin (860,259gal)
The site also exists on a low point within SIZE
ar
20
d
Jun
Jul
AugS
ep
OctN
ov
Dec
N HOWARD BLVD
E BELLEVUE ST
N JONES BLVD
SITE
E CODY ST
E SPEEDWAY BLVD
21
CONCEPTUAL DESIGN RESI
Case Study | Topography Park and Community Pond
WITH FLOO
HIGH
22
N HOWARD BLVD
DENTIAL
E BELLEVUE ST
N JONES BLVD
HIN ODPLAIN SITE
E CODY ST
E SPEEDWAY BLVD
H CIRCULATION
23
PIMA AND JONES
300,000 280,000 260,000 240,000
Design | Storm-water Maximized
220,000 200,000 180,000 160,000
Our last, and most detailed site design is
140,000 120,000
Surrounding on all four sides by residences
100,000
the project will aim to provide a lush community space that can be used in a variety of ways.
Gallons of stormwater
located in the heart of Palo Verde neighborhood.
80,000 60,000 40,000 20,000 Jan
Feb
Mar
Apr
May
Jun
Jul
AugS
The site also exists on a low point within the area, that is completely engulfed by a
flooding mitigation work will all go towards capturing storm-water long enough for it to be absorbed, or directed into a storm drain. floodplain. This means that our
stormwater before intervention stormwater after added native vegetation Stormwater after adding vegetation and a basin (137,746gal)
7,782,932 gal detain
1,945,732 gal in
fil tra
SIZE
CONTEXT
BUDGET
CONTEXT
BUDGET
ded
SIZE
24
ed
ep
OctN
ov
Dec
N JONES BLVD E PIMA ST
SITE
E ELIDA ST
25
SITE APPROACH Entry | Existing curb-cuts
N. JONES
BLVD.
PLAN AND COST Design | Storm-water Maximized
28
DECOMPOSE D
EL
TE ANI GR
PEA G RA V
BA R
CO
L TEE ES
E RET NC
Category WMG Labor
Description
Cost
Project Management and coordination Lot Purchases Final design and planning Native Plant Nursery coordination & pickup Fine grading, planting, detail rowck work, training Maintenance - 15 visits by crew of 2 Materials and Equipment Excavation eqipment rental Hydroseed: soil stabilization & basin bottoms Plant Materials 24" Boxl trees 5 gallon shrubs Rip-Rap 8" - 18" Fractured rock for basin edges 4" - 10" Concrete Steel Sheets
Total:
Unit Cost
Units
20,250 120000 12,500 1,500 21,000 10,500
90 60,000 125 90 50 35
225 2 100 17 420 300
HRS EACH HRS HRS HRS HRS
8,900 5,000 3,857 2,625.00 1000 1,864 8,003 518,960 12500
1,780 0.05
5 100,000
Days SQFT
15 10 2.33 1.56 65 50
175 100 800 1,600 1,600 250
EACH EACH SQFT SQFT SQFT EACH
748,459.0
29
Quantity
TOTAL:
$ 748, 459
SECTION PERSPECTIVE
section: shading structures
bios
wale
er uif aq
fall
TEMPORAL DIAGRAMS
m
on onso
seas
on
nigh
t
o
terr ter n pla
acing
and seats
f ver
low
curb cut
IMPACT CAPACITY
January
February
March
April
May
June
July
August
September 38
month with least amount of rain
Wash Coverage Site Coverage
October
May
November
average rain 0.02 in
total 397.16 cu in
basin size 53,519.93 cu ft
free area of basin 53,122.77 cu ft
area left to cover 2,656,138.5 sqft
total 3,773.02 cu in
basin size 53,519.93 cu ft
free area of basin 49,746.91 cu ft
area left to cover 261,825.84 sqft
month with most amount of rain
total site area 19,856 sqft
August December
total site area 19,856 sqft
average rain 0.19 in
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VOLUMETRIC COMPARISON * Each car is 120 cu ft
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In order to fill our basin, which is 53,520
sedans worth of water.
0 cu ft, we need approximately 446 mid-sized
ubic Feet
Mid Size Sedan - 167 Cubic Feet
Mid Size Sedan - 167 Cubic Feet
ubic Feet
Mid Size Sedan - 167 Cubic Feet
ubic Feet
41
BLOCK
NEIGHBORHOOD
CITY
42
FUTURE EXPANSION
Decentralized projects
Expansion of concept to a citywide scale Overall this new way of thinking affords quick action against flooding that can happen gradually over time. While the project may begin in our chosen neighborhood, the idea is that over time these decentralized solutions can exist in many different neighborhoods with a variety of different contexts. The neighborhoods with decentralized action, will then begin to create a much larger city network that will be able to benefit from both decentralized points of quick action, as well as traditional solutions. In the end this concept allows the two modes of problem solving to
Large
exist together and fix problems in different ways.
interventions
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1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1
APPENDIX Total Rain on Pima and Jones YEARLY YEARLY
YEARLY Total Area @ 1/2" Event Total Area @ 1/2" Event 184964731.2 Total Area @ 1/2" Event 184964731.2 184964731.2
Average rain Average 1.02 rain 0.941.02 Average rain 1.02 0.870.94 0.94 0.310.87 0.87 0.31 0.2 0.31 0.280.2 0.2 0.28 1.93 0.28 2.241.93 1.93 2.24 1.22 2.24 1.221.22 1.22 0.671.22 1.22 1.020.67 0.67 1.02 1.02
Total Total 188664025.8 188664025.8Total 188664025.8 188664025.8 188664025.8188664025.8 188664025.8 188664025.8 57339066.67 188664025.8 57339066.67 36992946.24 57339066.67 36992946.24 51790124.74 51790124.74 356981931.236992946.24 51790124.74 356981931.2 414320997.9 356981931.2 414320997.9 225656972.1 414320997.9 225656972.1 225656972.1 225656972.1 123926369.9225656972.1 225656972.1 123926369.9 188664025.8 123926369.9 188664025.8 188664025.8
Run-on coefficient Run-on Total Water Infiltraded Basin Capacity - Run on Total Basin Capcity Run-on Run-on Total Water Infiltraded Basin Capacity - Run on Total Basin92,482,439.04 Capcity 0.8 coefficient 150931220.7 37732805.16 58,448,781.62 Run-on coefficient Run-on Total Water Infiltraded Basin Capacity58,448,781.62 - Run on Total Basin Capcity 150931220.7 37732805.16 58,448,781.62 92,482,439.04 0.8 0.8 150931220.7 37732805.16 92,482,439.04 0.8 150931220.7 37732805.16 58,448,781.62 92,482,439.04 0.8 150931220.7 37732805.16 58,448,781.62 92,482,439.04 0.8 150931220.7 37732805.16 58,448,781.62 92,482,439.04 0.8 150931220.7 37732805.16 58,448,781.62 92,482,439.04 150931220.7 37732805.16 58,448,781.62 92,482,439.04 0.8 0.8 45871253.34 11467813.33 -46,611,185.70 92,482,439.04 0.8 150931220.7 37732805.16 58,448,781.62 92,482,439.04 0.8 45871253.34 11467813.33 -46,611,185.70 92,482,439.04 0.8 29594356.99 7398589.248 -62,888,082.05 92,482,439.04 0.8 45871253.34 11467813.33 -46,611,185.70 92,482,439.04 29594356.99 7398589.248 -62,888,082.05 92,482,439.04 0.8 0.8 41432099.79 10358024.95 -51,050,339.25 92,482,439.04 0.8 29594356.99 7398589.248 -62,888,082.05 92,482,439.04 0.8 41432099.79 10358024.95 -51,050,339.25 92,482,439.04 0.8 285585545 71396386.24 193,103,105.93 92,482,439.04 0.8 41432099.79 10358024.95 -51,050,339.25 92,482,439.04 285585545 71396386.24 193,103,105.93 92,482,439.04 0.8 0.8 331456798.3 82864199.58 238,974,359.27 92,482,439.04 0.8 285585545 71396386.24 193,103,105.93 92,482,439.04 0.8 331456798.3 82864199.58 238,974,359.27 92,482,439.04 0.8 180525577.7 45131394.41 88,043,138.61 92,482,439.04 0.8 331456798.3 82864199.58 238,974,359.27 92,482,439.04 180525577.7 45131394.41 88,043,138.61 92,482,439.04 0.8 0.8 180525577.7 45131394.41 88,043,138.61 92,482,439.04 0.8 180525577.7 45131394.41 88,043,138.61 92,482,439.04 0.8 180525577.7 45131394.41 88,043,138.61 92,482,439.04 0.8 99141095.92 24785273.98 6,658,656.88 92,482,439.04 0.8 180525577.7 45131394.41 88,043,138.61 92,482,439.04 99141095.92 24785273.98 6,658,656.88 92,482,439.04 0.8 0.8 150931220.7 37732805.16 58,448,781.62 92,482,439.04 0.8 99141095.92 24785273.98 6,658,656.88 92,482,439.04 0.8 150931220.7 37732805.16 58,448,781.62 92,482,439.04 0.8 150931220.7 37732805.16 58,448,781.62 92,482,439.04
Total Rain on Pima and Jones in August 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
AUGUST -AVERAGE DAILY RAIN AUGUST -AVERAGE DAILY RAIN AUGUST DAILY RAIN Average rain Total Area @ 1/2"-AVERAGE Event Total Area @ 1/2" Event Average 184964731.2 0.09 rain Total Area @ 1/2" Event 184964731.2 0.090.09 Average rain 184964731.2 0.09 0.080.09 0.09 0.090.08 0.08 0.080.09 0.09 0.08 0.08 0.08 0.070.08 0.08 0.07 0.08 0.07 0.090.08 0.08 0.080.09 0.09 0.090.08 0.08 0.09 0.08 0.09 0.080.08 0.08 0.080.08 0.08 0.080.08 0.08 0.08 0.07 0.08 0.080.07 0.07 0.08 0.07 0.08 0.080.07 0.07 0.08 0.08 0.08 0.080.08 0.08 0.08 0.07 0.08 0.080.07 0.07 0.08 0.07 0.08 0.070.07 0.07 0.070.07 0.07 0.070.07 0.07 0.07 0.07 0.07 0.060.07 0.07 0.06 0.07 0.06 0.060.07 0.07 0.06 0.06
Total Total 16646825.81 16646825.81Total 16646825.81 16646825.81 16646825.81 14797178.5 16646825.81 14797178.5 16646825.81 14797178.5 16646825.81 14797178.5 14797178.5 14797178.516646825.81 14797178.5 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 16646825.81 16646825.81 14797178.5 14797178.5 16646825.81 14797178.5 16646825.81 14797178.5 16646825.81 14797178.5 16646825.81 14797178.5 14797178.5 14797178.5 14797178.5 14797178.5 14797178.5 14797178.5 14797178.5 14797178.5 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 14797178.5 14797178.5 14797178.5 14797178.5 14797178.5 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 12947531.18 14797178.5 12947531.18 12947531.18 12947531.18 12947531.18 12947531.18 12947531.18 12947531.18 12947531.18 12947531.18 12947531.18 12947531.18 12947531.18 12947531.18 11097883.87 11097883.87 12947531.1812947531.18 11097883.87 12947531.18 11097883.87 12947531.18 11097883.87 11097883.87
Run-on coefficient Run-on Total Run-on Run-on Total 0.8 coefficient 13317460.65 Run-on coefficient Run-on Total 13317460.65 0.8 0.8 13317460.65 0.8 13317460.65 13317460.65 0.8 0.8 11837742.8 0.8 0.8 11837742.8 0.8 13317460.6513317460.65 0.8 11837742.8 13317460.65 0.8 0.8 11837742.8 0.8 13317460.65 11837742.8 0.8 0.8 11837742.8 0.8 11837742.8 11837742.8 0.8 0.8 10358024.95 0.8 11837742.8 10358024.95 0.8 0.8 11837742.8 0.8 10358024.95 11837742.8 0.8 0.8 13317460.65 0.8 0.8 13317460.65 0.8 11837742.8 11837742.8 0.8 13317460.65 11837742.8 0.8 0.8 13317460.65 0.8 11837742.8 0.8 13317460.65 0.8 11837742.8 0.8 13317460.65 11837742.8 0.8 0.8 11837742.8 0.8 0.8 11837742.8 0.8 11837742.8 11837742.8 0.8 11837742.8 11837742.8 0.8 0.8 11837742.8 0.8 11837742.8 0.8 11837742.8 0.8 10358024.95 0.8 11837742.8 10358024.95 0.8 0.8 11837742.8 0.8 10358024.95 0.8 11837742.8 0.8 10358024.95 0.8 11837742.8 10358024.95 0.8 0.8 11837742.8 0.8 10358024.95 11837742.8 0.8 0.8 11837742.8 0.8 11837742.8 11837742.8 0.8 0.8 11837742.8 0.8 11837742.8 11837742.8 0.8 0.8 10358024.95 0.8 11837742.8 10358024.95 0.8 0.8 11837742.8 0.8 10358024.95 0.8 11837742.8 0.8 10358024.95 0.8 11837742.8 10358024.95 0.8 0.8 10358024.95 0.8 10358024.95 10358024.95 0.8 0.8 10358024.95 0.8 10358024.95 10358024.95 0.8 0.8 10358024.95 0.8 10358024.95 10358024.95 0.8 0.8 10358024.95 0.8 10358024.95 10358024.95 0.8 0.8 8878307.098 0.8 0.8 8878307.098 0.8 10358024.9510358024.95 0.8 8878307.098 10358024.95 0.8 0.8 8878307.098 0.8 10358024.95 0.8 8878307.098 0.8 8878307.098
Water Infiltrated Water Infiltrated 3329365.16 Water Infiltrated 3329365.16 3329365.16 3329365.16 3329365.16 2959435.70 2959435.70 3329365.16 3329365.16 2959435.70 3329365.16 2959435.70 3329365.16 2959435.70 2959435.70 2959435.70 2959435.70 2589506.24 2959435.70 2589506.24 2959435.70 2589506.24 2959435.70 3329365.16 2959435.70 3329365.16 2959435.70 3329365.16 2959435.70 3329365.16 2959435.70 3329365.16 2959435.70 3329365.16 2959435.70 2959435.70 2959435.70 2959435.70 2959435.70 2959435.70 2959435.70 2959435.70 2959435.70 2589506.24 2959435.70 2959435.70 2589506.24 2959435.70 2589506.24 2959435.70 2589506.24 2959435.70 2589506.24 2959435.70 2959435.70 2959435.70 2589506.24 2959435.70 2959435.70 2959435.70 2959435.70 2959435.70 2589506.24 2959435.70 2589506.24 2959435.70 2589506.24 2959435.70 2589506.24 2959435.70 2589506.24 2589506.24 2589506.24 2589506.24 2589506.24 2589506.24 2589506.24 2589506.24 2589506.24 2589506.24 2589506.24 2589506.24 2589506.24 2219576.77 2589506.24 2219576.77 2589506.24 2219576.77 2589506.24 2219576.77 2589506.24 2219576.77 2219576.77
Impact Capacity Total Site Area Total Site Area 19858 Total Site Area 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858 19858
Average rain Average 0.09 rain 0.080.09 Average rain 0.09 0.070.08 0.08 0.030.07 0.07 0.03 0.02 0.03 0.020.02 0.02 0.02 0.16 0.02 0.190.16 0.16 0.19 0.1 0.19 0.1 0.1 0.1 0.1 0.06 0.1 0.090.06 0.06 0.09 0.09
Total Total 1787.22 1787.22 Total 1588.64 1787.22 1588.64 1390.06 1390.06 1588.64 595.74 1390.06 595.74 397.16 397.16 595.74 397.16 397.16 397.16 3177.28 3177.28 397.16 3773.02 3177.28 3773.02 1985.8 1985.8 3773.02 1985.8 1985.8 1985.8 1191.48 1191.48 1985.8 1787.22 1787.22 1191.48 1787.22
Basin Size Basin Size 53519.93 53519.93Basin Size 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93 53519.9353519.93 53519.93
Free Area on Basin Free Area on Basin 51732.71 Free Area on Basin 51732.71 51931.29 51931.29 52129.87 51732.71 52129.8751931.29 52924.19 52924.1952129.87 53122.77 53122.7752924.19 53122.77 53122.7753122.77 50342.65 50342.6553122.77 49746.91 49746.9150342.65 51534.13 51534.1349746.91 51534.13 51534.1351534.13 52328.45 52328.4551534.13 51732.71 51732.7152328.45 51732.71
46
Area le� to cover Area le� to cover 574807.8889 Area le� to cover 574807.8889 649141.125 574807.8889 649141.125 744712.4286 649141.125 744712.4286 1764139.667 1764139.667 2656138.5 744712.4286 1764139.667 2656138.5 2656138.5 2656138.5 2656138.5 314641.5625 2656138.5 314641.5625 261825.8421 314641.5625 261825.8421 515341.3 261825.8421 515341.3 515341.3 515341.3515341.3 872140.8333 515341.3 872140.8333 574807.8889 872140.8333 574807.8889 574807.8889
Basin Capacity - Run on Total Basin Capcity Basin Capacity - Run on-79164978.39 Total Basin92,482,439.04 Capcity Basin Capacity-79164978.39 - Run on Total Basin Capcity -79164978.39 92,482,439.04 92,482,439.04 -79164978.39 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -79164978.39 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -80644696.24 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -82124414.09 92,482,439.04 -83604131.94 92,482,439.04 -82124414.09 92,482,439.04 -83604131.94 92,482,439.04 -82124414.09 92,482,439.04 -83604131.94 92,482,439.04 -82124414.09 92,482,439.04 -83604131.94 92,482,439.04 -82124414.09 92,482,439.04 -83604131.94 92,482,439.04 -83604131.94 92,482,439.04