appendix b mrgcd system diversion structures and ... · mrgcd system diversion structures and...
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Appendix B
MRGCD System Diversion Structures and Conveyance Channels
Contents B-1 Profiles of El Vado Dam, Cochiti Dam, and MRGCD Irrigation Diversion
Structures B-2 Schematic Diagrams of Conveyance Channels
1
Appendix B-1
Profiles of El Vado Dam, Cochiti Dam and MRGCD Irrigation Diversion Structures
2
El Vado Dam and Reservoir
Location: Near El Vado, NM, on the Chama River, ±160 miles upstream of Albuquerque, NM. USBR Data Web Coordinates: Lat: 36 35´ 36"N, Long: 106 44´ 48"W, Coordinates from RGIS: State Plane 83 NM Central Zone,
Northing: 2036114.1806 Easting: 1498864.9191 UTM NAD83 Zone 13 Northing: 4051311.7114 Easting: 345052.6531
Construction: Crest Elevation 6914.5 ft
Normal Water Surface Elevations
Structural Height 175.0 ft
Crest Length 642.0 ft
Reservoir Capacity ±180,000 acre feet
Service Spillway type:
"Uncontrolled" Crest Yes
Morning Glory No
Crest Length 36 ft
Gated No
Auxillary Spillway No
Outlet Works:
Capacity at elevation 6908.6 ft 6850 cfs
Drainage Area 492 sq mi
Equipment: None Noted Gage Type and Condition: None noted Remarks: El Vado Dam, located on the Rio Chama about 160 miles north of Albuquerque, was built by the [MRGCD] conservation district in 1934-1955 and was rehabilitated by the Bureau of Reclamation in 1954-1955. A new outlet works was built by the Bureau of Reclamation in 1965-1966 to accommodate the additional water from the San Juan-Chama Project. The dam
3
embankment is of rolled gravel fill with a steel membrane on the upstream face. It is 175 feet high, 1,326 feet long, and impounds a reservoir that holds a total capacity of ±180,000 acre-feet. (2001, Dataweb)
Source: http://dataweb.usbr.gov/dams/nm10008.htm
Outflow of El Vado Outflow of El Vado
4
Cochiti Dam and Reservoir
Note: The Cochiti Dam is not under the MRGCD’s regulation or control. Flow is diverted downstream of the Cochiti Dam at the outlet structure. The MRGCD maintains waters that flow into the Sili Main Canal and the Cochiti East Side Main Canal at this location. Location: Cochiti Dam is within the Pueblo de Cochiti and about 50 miles upstream of Albuquerque, NM. USBR Data Web Coordinates: Lat: 36 35´ 36"N, Long: 106 44´ 48"W Coordinates from RGIS: State Plane 83 NM Central Zone,
Northing: 1679745.1923 Easting: 1620275.8585 UTM NAD83 Zone 13 Northing: 3942231.8708 Easting: 380656.2932
Construction: Crest Elevation 5479 ft
Normal Water Surface Elevations 5340.27 ft
Structural Height 251 ft
Crest Length 28512 ft
Reservoir Capacity 771,719 acre ft Remarks: One of the ten largest earthfill dams in the US, Cochiti Dam serves as a flood/sediment control structure for the Rio Grande and the Santa Fe River, as well as a recreational site for the area. Construction began is 1965;completion of the main embankment 1975; and opened to the public in July 1975. In 1976 the Cochiti Recreation Area, on the west shore, was opened to the public; and in 1983 the Tetilla Peak area on the east shore was opened. (2001, USACE)
5
Cochiti Dam
Outflow Looking south from dam crest
6
Angostura Diversion Structure ANGDV
ID: ANGDV Name: Angostura Diversion Structure Division: Albuquerque Date of Visit: April 30, 2001 Operator: MRGCD Original Construction: 1934
State Plane 83 NM Central Zone (RGIS) UTM NAD83 Zone 13(RGIS) Northing Easting Northing Easting 1595985 1567596 3916910 364279
WGS84 Lat: 35.38631 Long: 106.49433
Location: 5 miles NW of Bernalillo, NM Construction: Crest Elevation 5,083.0 ft
Structural Height 17 ft
Hydraulic Height 4.5 ft
Crest Length 800 ft
Volume 1,500 cy
Diversion capacity 650 cfs Equipment: Concrete, four 20- by 4-ft top-seal radial gates; supplies water to the Albuquerque Main Canal. Gage Type and Condition: Not gaged, however outflow over the diversion is computed and used as a virtual gage (see ANGDV, Virtual Gages) Remarks: The Angostura Diversion Dam was originally constructed by the MRGCD in 1934; it was rehabilitated by the Bureau of Reclamation in 1958. It serves the Albuquerque division by diverting water from the Rio Grande to the Albuquerque Main Canal. It consists of a concrete weir section 4.5 feet high and 800 feet long. (2001, Dataweb)
7
Angostura Diversion Structure ANGDV
Looking downstream from above diversion eastside of river
Looking upstream from above diversion Looking west across diversion
8
Isleta Diversion Structure
ISLDV ID: ISLDV Name: Isleta Diversion Structure Division: Belen Date of Visit: Not visited Operator: MRGCD Original Construction: 1934
State Plane 83 NM Central Zone UTM NAD83 Zone 13 Northing Easting Northing Easting 1420079 1509043 3863525 345761
USGS Coordinates Lat: 34.90244 Long: 106.68817
Location: 13 mi S of Albuquerque, NM at Isleta Pueblo, spanning the Rio Grande approximately 1.0 mile west from State Highway 47, 1.2 mile from Isleta Pueblo, and about USGS mile 1,527.2 Construction: Crest Elevation 4886.6 ft
Structural Height 21 ft
Hydraulic Height 5 ft
Crest Length 674 ft
Volume 3,900 cy
Diversion capacity 1,070 cfs
Equipment: Shelters for transmitters. Gate structure: Concrete,thirty 20- by 5-ft radial gates. Headworks for the Peralta Main Canal: concrete, three 15- by 3.75-ft top seal radial gates; for the Belen Highline Canal: concrete, four 20- by 3.75-ft top seal radial gates. Gage Type and Condition: 5 Real time automated transmitters for downstream diversions Remarks: Originally the Isleta Diversion Dam was constructed by the MRGCD in 1934; it was rehabilitated by the Bureau of Reclamation in 1955. It is a reinforced concrete structure, 5 feet high and 674 feet long with 30 radial gates. It serves the Belen Division of the MRGCD. (2001, Dataweb)
9
Source: Isleta Diversion aerial photo Data Web
10
San Acacia Diversion Structure SNADV
ID: SNADV Name: San Acacia Diversion Structure Division: Socorro Date of Visit: May 2001 Operator: MRGCD Original Construction: 1934
State Plane 83 NM Central Zone UTM NAD83 Zone 13 Northing Easting Northing Easting 1184633 1448552 3791995 326436
USGS Coordinates Lat: 34.25461 Long: 106.88498
Location: Sevilleta Grant, spanning Rio Grande, approximately 0.5 mile east of San Acacia,± 2 miles downstream from Rio Salado, and USGS mile 1,473.1 Construction: Crest Elevation 4668.5 ft
Structural Height 17 ft
Hydraulic Height 7.5 ft
Crest Length 700 ft
Volume 2,700 cy
Diversion capacity 283 cfs Equipment: Concrete, three 4- by 5-ft slide gates. Gage Type and Condition: Not gaged, outflow over the diversion is computed and used as a virtual gage (see SANDV, Virtual Gages) Remarks: Originally the San Acacia Diversion Dam was constructed by the MRGCD in 1934; it was rehabilitated by the Bureau of Reclamation in 1958.The San Acacia Diversion Dam serves the Socorro division of the MRGCD. It is a concrete gate structure 7.5 feet in height and 700 feet long with 23 radial gates. (2001, Dataweb)
11
San Acacia Diversion Structure
SNADV
Looking east just below the diversion
Looking south at diversion spillway Looking downstream above diversion
Appendix B-2
Schematic Diagrams of Conveyance Channels
Rio Grande
Waterways
Drains
Wasteways
USGS gage
MRGCD gageNote:1. Schematic may not show actual geometric alignments horizontally2. River mile (RM) distances along the Rio Grande were interpreted from 1992 aerial photos and field ground checks3. Schematic has not been verified by MRGCD
MIDDLE RIO GRANDE CONSERVANCY D ISTRICT
SYSTEM SCHEMATICS OF
COCHITI DIVISION
ALBUQUERQUE DIVISION
BELEN DIVISION
AND
SOCORRO DIVISION
Legend
Produced byS. S. Papadopulos & Associates, Inc.
1877 Broadway, Suite 703Boulder, Colorado 80302
303.939.8880
Cochiti East Side Main Canal
Baca L
ateral
Sili Main Canal
Rock Point Lateral
Island Lateral and Wasteway
Seguro Feeder
Seguro Wasteway
SILN5Sili Main
CCCN5CochitiMain
CTDN5Rio Grande below
Cochiti Dam(below diversion)
Peña B
lanca Lateral
Peña B
lanca Riverside D
rain
Majada Lateral
Majada Drain
Galisteo Creek
Wasteway fromCochiti Main toGalisteo Creek
Augustine Lateral
Unknow
nPueblo
Ditch
Santo Dom
ingo Drain
Low
er East Side Santo
Dom
ingo Acequia
No-N
ame
Pueblo Ditch
Low
er West Side Santo D
omingo D
rain
Sili Main C
anal
Cochiti E
ast Side Main C
anal
Cochiti Division (Section 1)
(not in service)
Peña Blanca
Interior Drain
pipeline
Low
er West Side Santo D
omingo A
cequia
San Felipe East
SideA
cequia
Ungaged drain
outfall
DomingoRiverside D
rain
East Side Santo
RM 232.8
RM 222.8
Santo Domingo
Bridge
Sili Main C
anal
San Felipe Northw
est Acequia
Low
er East S
ide
Santo Dom
ingo Riverside D
rain
San Felipe East Side A
cequia
Cochiti E
ast Side Main C
anal
San Felipe Siphon
Angostura L
ateral
Algodones L
ateral
Tonque Lateral
Cochiti Division (Section 2)
SFPN5Rio Grande
at San Felipe
Cubero Lateral
Southwest San Felipe D
itch
San FelipeR
iverside Drain E
ast
Unknow
n Pueblo Ditch
Santo Dom
ingo Drain
Low
er East S
ideSanto D
omingo A
cequia
No-N
ame P
ueblo Ditch
Borrego Wasteway
Monica Feeder
Arroyo de la Vega de los Tanos
Arroyo Tonque
SquareBowl
East Side Santo D
omingo R
iverside Drain
Low
er West Side Santo D
omingo D
rain
RM 222.8
RM 212.8
San FelipeBridge
CMCCN
San Felipe Upper
West D
rainL
ower San Felipe
Riverside D
rain
Algodones A
cequia
Santa A
na Lateral
Yeso Drain 1
YesoDrain 2
Yeso L
ateral
ALBUQUERQUE DIVISION
COCHITI DIVISION
Southwest San Felipe D
itch
San Felipe Riverside D
rain East
Angostura L
ateral
Algodones L
ateral
Cochiti Division (Section 3)
Arroyo Chavez
RM 212.8
RM 209.7
Lower San FelipeDrain Outfall
Algodone sRive rs ide
Drain
San
ta An
a Ace
qu
ia
Alg
od
on
es A
ceq
uia
Alb
uq
ue
rqu
e M
ain C
anal
SantaAnaWas te way
Bo
squ
eL
ateral #
1
RanchitosDrain
San
dia A
ceq
uia
Bernalillo Interior D
rain
Angos tura Arroyo
Bos queLate ral #2
Corrale sSiphon
ALBCN
ALGDR
ATFCN
Atrisco
Fe
ed
er C
anal o
rB
ern
alillio R
ive
rside
Drain
or
Alb
uq
ue
rqu
e R
ive
rside
Drain
CORCN
Albuque rque (Se ction 1)
Corral e sMain Canal
(Las Huar tas Cre e k)
Je me z Rive r
Arroyo
RM 209.7
RM 199.7
NM 44 Br idge
Angos tura Dive rs ion StructureANGDV
LowerSan Felipe
Drain Outfall SNFDR
JECN5
BERCN
Alam
eda Drain
Osuna Feeder
Deram
aderaA
cequia
Albuquerque M
ain Canal
Albuquerque R
iverside Drain
Lane Lateral
Gonzales Drain
Cham
isa Lateral
Pueblo A
cequia
Griegos L
ateral
Corrales M
ain Canal
Summerford Lateral
Low
er Corrales R
iverside Drain
UCRDR
Albuque rque (Se ction 2)
San
dia A
ceq
uia
Alam
ed
a Late
ral
Alb
uq
ue
rqu
e M
ain C
anal
Alameda Lateral
Garcia L
ateral
Co
rrales M
ain C
anal
Sandoval Late ral
Up
pe
r Co
rrales R
ive
rside
Drain
Cabezone Channel
Nick
olis D
rain
Co
rrales A
ceq
uia
Corrales Interior D
rain
No N
ame
Drain
Was te waySANWW
Bosque #3
North Diversion Channel
RM 199.7
RM 189.7
AlamedaBlvd
Bridge
Paseo DelNorte Bridge
Albuquerque (Section 3)
South Diversion C
hannel (flood control)
Albuquerque R
iverside Drain
Arenal M
ain Canal
Isleta Drain
Atrisco R
iverside Drain
Atrisco
Lateral
Atrisco A
cequia
Arenal A
cequia
Ranchos de A
trisco Acequia
ARMCN
ATDCN
Alam
eda Lateral
Osuna Feeder
Cham
isaL
ateral
ChamisaWasteway
PuebloAcequia
MerrittWasteway
Griegos L
ateral
Gallegos Lateral
HackmanLateral
Harw
ood Lateral
LosRanchos
Wasteway
Corrales Main Canal
Low
er Corrales
Riverside D
rain
Griegos D
rain
Albuquerque L
ateral
AlbuquerqueWasteway
Zearing L
ateral
Duranes L
ateralD
uranes Acequia
AtriscoSiphon
ARECN
LCRDR
CORWW
Campbell Ditch
Atrisco D
rain
Barr Main Canal
CENWW
ALBDR
Alam
eda Drain
Alam
eda Drain
Griegos A
cequiaGriegos
Wasteway
RM 189.7
RM 179.7
Montano Bridge
I-40 Bridge
Central Avenue Bridge
Bridge Blvd Bridge
ABQN5
South Diversion C
hannel (flood control)
San Jose Lateral
San Jose Drain
Barr M
ain Canal
Barr Interior D
rain
William
s Lateral
Albuquerque R
iverside Drain
Barr-C
hical Diversion
(floodway)
Isleta Riverside D
rain
Indian Drain
Indian Lateral
Los Padillas A
cequia
Los Padillas D
rain
Arenal M
ain Canal
Gun C
lub Lateral
Atrisco R
iverside Drain
Arenal
Acequia
Pajarita Lateral
Armijo Drain
PajaritaWasteway
ARSDR
ATRDR
Isleta Drain
Arenal M
ain Canal
Isleta Drain
Ranchos de A
trisco Acequia
Atrisco D
rain
Butte L
ateral
Albuquerque (Section 4)
Currie Lateral(wasteway)
RM 179.7
Rio BravoBridge
I-25Bridge
RM 169.7
Barr-C
hical Diversion
(floodway)
Isleta Riverside D
rain
Indian Drain
Indian Lateral
Isleta Drain
Albuquerque (Section 5)RM 169.7
RM 169.2
ALBUQUERQUE DIVISION
BELEN DIVISION
Belen Division (Section 1)
Belen H
iline Canal
Belen A
cequia
Belen Highline Canal
Wasteway #1
IsletaRiverside Drain
Isleta DrainOutfall
Upper B
elen Riverside D
rain
Feeder Ditch
Las L
entes Drain
Las L
unes Lateral
Las L
unes Acequia
Tafoya Lateral
Las C
havez Drain
Upper B
elen Riverside D
rain
Huning L
ateral
Upper P
eralta Riverside D
rain
Otero L
ateral
Barr-ChicalCanal
Chical Lateral
Peralta Main C
anal
Old C
aique A
cequia
Upper C
hical A
cequia
Caique L
ateral
Hell C
anyon Lateral
Bosque Lateral
Jackson Acequia
Otero D
rain
Tome D
rain
Hell C
anyon Lateral
Peralta Acequia
Middle Peralta A
cequia
Valencia A
cequia
Valencia D
rain
Las C
ercas Acequia
La C
onstancia Acequia
MiddlePeralta
Acequia
Otero L
ateral
San Fernandes
Acequia #2
New
Tome D
itch
Isleta Diversion StructureISLDV
BELCNPERCN CACCN CHACN
CHICNISLDV
Chical L
ateral
240 Wasteway
240WW
RM 169.2
RM 159.0
NM 46Bridge
Otero D
rain
Be
len
Hilin
e C
anal
Be
len
Ace
qu
ia
Lo
s Ch
ave
z Drain
Harlan
Late
ral
Harlan
Drain
Lo
s Ch
ave
z Ace
qu
ia
Lo
we
r Pe
ralta Riv
ersid
e D
rain
Pe
ralta Main
Can
al
Ne
w T
om
e D
itch
La C
on
stancia A
ceq
uia
To
me
Drain
La Cons tanciaAce quia
He
ll Can
yo
n L
ateral
La C
on
stancia L
ateral
El Ce roDrain
Valle
jo L
ateral
En
riqu
e L
ateral
Lo
we
r Pe
ralta Riv
ersid
e D
rain
He
ll Can
yo
n L
ateral
T ome Drain
Pe raltaMain Canal
Up
pe
r Be
len
Riv
ersid
e D
rainL
ow
er B
ele
n R
ive
rside
Drain
Ne
w B
ele
n A
ceq
uia
Gab
aldo
n D
rain
Gab
aldo
n A
ceq
uia
Las C
hav
ez D
rain
Harlan
Late
ral
Old
Be
len
Ace
qu
ia
Old
Be
len
Ace
qu
ia
Garcia A
ceq
uia
Lo
sC
hav
ez
Ace
qu
ia
Sous alLate ral
So
usal A
ceq
uia
Up
pe
r Arro
yo
s Ace
qu
ia
Bo
squ
e D
rain
Garcia Ace quia
Ne wBe le n
Was te way
Garcia L
ateral
Fe e de rDitch
Be le n Divis ion (Se ction 2)
Sau
sal Drain
San
ta Fe
Ditch
LP1DR
PERWW
Prison Lateral
SanFernandesAcequia
Las LunasWasteway
To
afoy
a L
ateral
Las C
ercas A
ceq
uia
Vale
ncia D
rain
Vale
ncia A
ceq
uia
Pe
ralta Ace
qu
ia
Lo
s Lu
ne
s A
ceq
uia
RM 159.0
RM 149.0
Otero D
rain
Belen H
iline Canal
Garcia A
cequia
Bosque D
rain
Low
er Arroyos A
cequia
New
Jarales Acequia
Sabinal Ditch
Belen H
iline Canal
San Juan Feeder CanalJaral L
ateral #2
Jaral Lateral #1
Luna Interior D
rain
Sabinal Lateral #2
Sabinal Lateral #1
Bosque Interior D
rain
Upper San Juan R
iverside Drain
Low
er San Juan R
iverside Drain
Sais Lateral
Casa C
olorada Drain
Casa C
olorada Acequia
San Juan Main C
anal
Feeder Ditch #3
SanchezDitch
STYWW
FD3WW
LP2DR
Belen Division (Section 3)
San
ta Fe
Ditch
Garcia A
ceq
uia
Lowe rArroyosAce quia
Sanche z Drain
Ne w Be le nWas te way
BELDR
NBLWW
Be
len
Hilin
e C
anal
Low
er Peralta R
iverside Drain
Low
er Belen
Riverside D
rain
Upper
Arroyos
Acequia
Low
er Sabinal Riverside D
rain
RM 149.0
RM 139.0
A.T. & S. F. Railroad Bridge
Jarales Bridge
Las Nutrias Lateral
Bernardo DrainS
an Francisco Riverside D
rain
Las N
utrrias Drain
San Juan Main C
anal
Belen G
rant Lateral #1
Belen G
rant Lateral #2
Low
er San Juan R
iverside Drain
Abeytas L
ateral #1
Abeytas L
ateral #2
Bernardo D
rain
Sabinal L
ateral #1
San Francisco
Reed L
ateralS
an Francisco Rio
Puerco A
cequia
BernardoChanelization
AbeytasLateral #1
Belen Division (Section 4)
Low
er Sabinal Riverside D
rain
Las N
utrias Lateral
Las N
utrias Drain
San Juan D
rain
San Juan Acequia
San Juan Lateral
San JuanWasteway
Sabinal Wasteway
Feeder #4
SABDR
Belen H
iline Canal
Garcia A
cequia
Sabinal Lateral #1
San Juan Main C
anal
RM 139.0
RM 129.0
BridgeUS 60
San Juan Main
RFBN5
BernardoInterior Drain
Rio GrandeFloodway at
Bernardo
Abo Arroyo
La Joya
Drain Unit 7
Drain Unit 7 Extension
La Joya A
cequia
LSJDR
SFRDR
Belen Division (Section 5)
Salas ArroyoRio Puerco
Bernardo D
rain
RM 129.0
RM 116.2
SOCORRO DIVISION
BELEN DIVISION UN7DR
Rio Salado
ArroyoLos Alamos
Bernardo Arroyo
Canada Ancha
Canoncito Colorado
RM 118.7
RM 120.1
Socorro Divis ion (Se ction 1)
Alam
illo D
itch
LF
CC
Le
mitar R
ive
rside
Drain
Po
lvad
era A
ceq
uia
Chamis al Drain
Vas que z
Le
mitar D
itch
Le
mitar W
aste L
ateral
So
corro
Main
Can
al
McA
llistar Drain
Ace quia Madre
Is laLate ral
Le
he
n D
itch
Sar r icinoWas te way
Morte n
Rinconda Late ral
Crabtre eInte r ior Drain
Ace quia
Salan
gre
Ditch
Riv
ersid
e D
rain
Alle ry Drain
ChambonLate ral
Late ral
San Acacia
Late ral
RM 116.2
RM 106.2
SOCCN SNAN5 - USGS Gage 08354900
Lemitar Diversion Structure
LFCC Was te way
San Acacia Dive rs ion StructureSNADV
Forme r SocorroMain Canal North
San Lore nzo Arroyo
Unit 7Drain
Lem
itar Ditch
McA
llistar Drain
Lem
itar Riverside D
rain
LFC
C
Luis L
opez Drain
Socorro D
itch
Escondida D
rain
Socorro R
iverside Drain
Socorro Divis ion (Se ction 2)
Arroyo de la Parida
Arroyo de los Pinos
Arroyo de tio Bartolo
Arroyo de la Presilla
Luis L
opez Acequia #1
Jaral Ditch
North Socorro
Florida Lateral
Socorro D
itch
Escondida ArroyoEscondida Wasteway
Socorro M
ain Canal
Socorro M
ain Canal
Socorro Ditch Outfall
ScisnerosAcequia
MontoyaDitch
Lopesville
Shirley Wasteway
Luis Lopez C Drain
Greenstub D
rain
Socorro Main Canal
Drain
Diversion Channel
RM 106.2
RM 96.2
1200 Diversion Structure
9-MileOutfall
LFC
C
Arroyo de las Canas
Socorro R
iverside Drain
Socorro Main C
anal South
Luis L
opez Acequia #1
Brown Arroyo
Walnut Creek
Luis L
opez Drain
Apodaca L
ateral
San Antonio D
itchM
osley Lateral
Elem
endorfD
ran
Socorro Main C
anal South
Socorro R
iverside Drain
Luis L
opez Acequia #2
San Antonio D
itch
Montoya Drain
ReviraWasteway
Socorro Divis ion (Se ction 3)RM 96.2
RM 86.2
US 380 Bridge
Neal Cupp Diversion Structure
LFC
C
Socorro R
iverside Drain
Socorro Main C
anal South
San Antonio D
itch
San Antonio L
ateral
PadillaWasteway
Old San Antonio L
ateral
FloresDitch
Bruton
Drain
Elm
endorf Drain
Socorro Division (Section 4)RM 86.2
RM 84.2
SOCORRO DIVISION
BOSQUE DEL APACHE NATIONALWILDLIFE REFUGE
Note: Additional gages used for planning and river monitoring purposes