DRAINAGE FEATURES AND FLOOD MAGNITUDES · El Paso, Texas 79902 [email protected]. Title:...
Transcript of DRAINAGE FEATURES AND FLOOD MAGNITUDES · El Paso, Texas 79902 [email protected]. Title:...
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GRAND AND MORLEY TUNNELS IN AMBOS NOGALES
DRAINAGE FEATURES AND FLOOD MAGNITUDESby Padinare Unnikrishna, Ph.D., P.E., CFM
International Boundary and Water CommissionUnited States Section
For U.S. Department of State Meeting on April 28, 2016
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Nogales Vicinity Map
Location
United States
Mexico
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United States
Mexico
Morley Wash
Santa Cruz River
Mariposa POE
DeConcini POE
NIWTP
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Nogales Watershed
View of the terrain of the Nogales Watershed in Mexico
USAMexico
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Drainage Area = 27.98 sq. mi.
Nogales Watershed
USA
MEXICO
DeConcini POEArea of Concern
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Grand Tunnel (Closed Conduit)
Grand Channel (Open)
Morley Tunnel (Closed Conduit)
Nogales Wash (Open)
DeConciniPOE
Tunnels in United States
N
USA
MEXICO
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Grand Tunnel in Mexico
Alignment of the Grand Tunnel (Arroyo Internacional) in Mexico
Point where tributary tunnel joins Grand Tunnel
Limits where the Grand Tunnel does not have a concrete floor in Mexico
Mariposa POE
USA
MEXICO
DeConcini POE
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12 July 2008 Flood – Approximately 1,000 Feet of the Morley Tunnel collapsed in Nogales, Sonora adjacent to the pedestrian POE.
MEXICOUSA
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MORLEY TUNNEL COLLAPSE 12 JULY 2008 NOGALES, SONORA, MEXICO
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July 12, 2008 (Day 1) Morley Tunnel Collapse in Mexico
Original Stone/MortarLined Walls Without Rebar
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Morley Ave in Nogales, AZ
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Morley Ave in Nogales, AZ
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Morley Ave in Nogales, AZ
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Flooding along Nogales Wash in Nogales, AZ.
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Flooding along Nogales Wash in Nogales, AZ
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Flooding from Manhole Pressure Flow in Nogales, AZ
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Damage from September 18, 2014 Flooding in Nogales, AZ
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Damage from September 18, 2014 Flooding in Nogales, AZ
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Flow Capacities of Tunnels
• Discharge or flow is expressed in cubic feet per second (cfs)• 1 cfs ≈ 7.5 gallons per second [Fluid, U.S.]
The Baker (2011) report estimates capacities for maximum gravity flow throughout the tunnel.
Higher discharges cause pressure flow at tunnel entrance. Pressure flows can be higher, depending on the hydraulic head.
Maximum Gravity Flows:
• Morley Tunnel (East Tunnel) = 1925 cfs
• Grand Tunnel (West Tunnel) = 775 cfs
Nogales Flooding
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Flow Capacities of Tunnels vs Existing Condition Discharges
The Tetra Tech (2005) report Table 1 cites the following underground channel capacities:
Nogales Flooding
Frequency Discharge (cfs)
5‐Year 6,286
10‐Year 8,250
25‐Year 12,011
Nogales Watershed Existing Condition Discharges at International Boundary (Tetra Tech, 2005)
• Nogales Wash (Morley) = 5,297 cfs
• Cemetery Wash (Grand) = 1,589 cfs
One Hour Discharge Volume EquivalentThe 5‐year discharge would inundate 520 acres under 1 foot of water. Similarly, the 10‐year and 25‐year discharges would respectively inundate 682 and 993 acres under 1 foot of water.
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Nogales Flooding
0
2000
4000
6000
8000
10000
12000
14000
Discharge (cfs)
Comparison of Existing Condition Discharges and Flow Capacities of Tunnels
5‐Year 10‐Year 25‐Year Morley Grand
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Flow Capacities of Tunnels vs Future Condition Discharges
The Tetra Tech (2005) report Table 1 cites the following underground channel capacities.
• Nogales Wash (Morley)= 5297 cfs
• Cemetery Wash (Grand)= 1589 cfs
Future conditions are without mitigation. They represent development as occurring at a rate similar to past decades and assuming that full build‐out of the watershed occurs.
Nogales Flooding
Frequency Discharge (cfs)
5‐Year 8,963
10‐Year 11,968
25‐Year 17,732
Nogales Watershed Future Condition Discharges at International Boundary (Tetra Tech, 2005)
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Nogales Flooding
0
2000
4000
6000
8000
10000
12000
14000
16000
18000
20000
Discharge (cfs)
Comparison of Future Condition Discharges and Flow Capacities of Tunnels
5‐Year 10‐Year 25‐Year Morley Grand
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QUESTIONS?
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GRAND AND MORLEY TUNNELS IN AMBOS NOGALES
STRUCTURAL CONCERNSby Jose A. Nuñez, P.E.
International Boundary and Water CommissionUnited States Section
For U.S. Department of State Meeting on April 28, 2016
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Grand Tunnel in Mexico
Alignment of the Grand Tunnel (Arroyo Internacional) in Mexico
Point where tributary tunnel joins Grand Tunnel
Limits where the Grand Tunnel does not have a concrete floor in Mexico
Mariposa POE
USA
MEXICO
DeConcini POE
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Grand Tunnel in Mexico
No Apparent Channel Floor, July 16, 2014
Looking west from under the Bus Depot located in Mexico
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Grand Tunnel in Mexico
North wall of channel paralleling international boundary in Mexico
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South wall of channel paralleling international boundary in Mexico
Grand Tunnel in Mexico
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12‐inch Gap Below South Wall on July 6, 2014
Grand Tunnel in Mexico
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Looking west on July 6, 2014. Floor is now significantly deeper on August 7, 2014. It appears that a waterfall effect is
eroding the support for the walls along the channel.
Grand Tunnel in Mexico
Waterfall effect is occurring and causing further erosion
Depth is increasing
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Immediately adjacent to border. (see reflectors)
Grand Tunnel in Mexico
Eroded channel floor
USAMexico
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Immediately adjacent to border. (see reflectors)
Grand Tunnel in Mexico
MexicoUSA
Eroded channel floor
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Within first 50 feet from international border.
Grand Tunnel in Mexico
Channel floor has completely eroded away; exposed bedrock is visible.
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Within first 50 feet from international border.
Grand Tunnel in Mexico
Channel floor has completely eroded away; exposed bedrock is visible.
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Grand Tunnel (Closed Conduit)
Grand Channel (Open)
Morley Tunnel (Closed Conduit)
Nogales Wash (Open)
DeConciniPOE
Tunnels in United States
N
USA
MEXICO
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Deck of the box culvert, which is used as access road between East International Street and East Park Street.
Morley Tunnel in United States
Traffic wear and tear to concrete deck, resulting in exposed rebar
on the right side corner.
Close‐up view of exposed rebar on the right side corner of the culvert deck.
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Floor of the Box Culvert
Morley Tunnel in United States
Abrasive particles have scoured away concrete and exposed transverse rebar.
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Floor of the Box Culvert
Morley Tunnel in United States
Exposed traverse rebar
Scour has worn away concrete and exposed transverse rebar.
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Floor of the Box Culvert
Morley Tunnel in United States
Detached rebar getting bent by flow in downstream direction
Abrasive particles eroded concrete and exposed transverse rebar.
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Ceiling of the Box Culvert
Morley Tunnel in United States
Ceiling deck penetrated for installation of plumbing fixtures.
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QUESTIONS?
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