list of figures · las chavez drain harlan lateral old belen acequia old belen acequia garcia...
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LIST OF FIGURES Figure 1 Project Location Figure 2 Belen Schematics Figure 3 Socorro Schematics Figure 4 Seepage Run Activity S4-01 Figure 5 Seepage Run Activity S4-02 Figure 6 Seepage Run Activity S4-03 Figure 7 Seepage Run Activity S4-05 Figure 8 Seepage Run Activity S4-06 Figure 9 Seepage Run Activity S4-07 Figure 10 Seepage Run Activity S4-08 Figure 11 Seepage Run Activities S4-09, S4-10, and S4-11 Figure 12 Seepage Run Activity S4-12 Figure 13 Seepage Run Activity S4-13 Figure 14 Seepage Run Activity S4-15 Figure 15 Seepage Run Activity S4-16 Figure 16 Seepage Run Activity S4-17 Figure 17 Seepage Run Activities S4-18, S4-19, and S4-20 Figure 18 Seepage Run Activities S4-21, S4-22, and S4-23 Figure 19 Seepage Run Activity S4-24 Figure 20 Seepage Run Activity S4-25 Figure 21 Measured Discharge, Adjusted Discharge, and Estimated Seepage for the
Rio Grande Seepage Run, Socorro Division, S4-01, June 9-12, 2001
iii
Figure 22 Measured Discharge and Estimated Seepage for the LFCC Seepage Run, Socorro Division, S4-02, June 10-13, 2001
Figure 23 Measured Discharge and Estimated Seepage for the Rio Grande Seepage
Run, Belen Division, S4-03, June 23-24, 2001 Figure 24 Measured Discharge, Adjusted Discharge, and Estimated Seepage for the
Rio Grande Seepage Run, Socorro Division, S4-05, June 27, 2001 Figure 25 Measured Discharge and Estimated Seepage for the Rio Grande Seepage
Run, Belen Division, S4-06, June 28-29, 2001 Figure 26 Measured Discharge and Estimated Seepage for the Rio Grande Seepage
Run, Belen Division, S4-07, July 6-9, 2001 Figure 27 Measured Discharge and Estimated Seepage for the La Joya Acequia
Seepage Run, Belen Division, S4-08, July 10, 2001 Figure 28 Measured Discharge and Estimated Seepage for the Socorro Main Canal
Seepage Run, Socorro Division, S4-09, July 18, 2001 Figure 29 Measured Discharge and Estimated Seepage for the Socorro Main Canal
Seepage Run, Socorro Division, S4-10, July 19, 2001 Figure 30 Measured Discharge and Estimated Seepage for the Socorro Main Canal
Seepage Run, Socorro Division, S4-11, July 20, 2001 Figure 31 Measured Discharge and Estimated Seepage for the Lower San Juan
Riverside Drain Seepage Run, Belen Division, S4-12, July 22, 2001 Figure 32 Measured Discharge and Estimated Seepage for the Rio Grande Seepage
Run, Belen Division, S4-13, July 22, 2001 Figure 33 Measured Discharge and Estimated Seepage for the Lower San Juan
Riverside Drain Seepage Run, Belen Division, S4-15, July 23, 2001 Figure 34 Measured Discharge and Estimated Seepage for the Rio Grande Seepage
Run, Belen Division, S4-16, July 23-24, 2001 Figure 35 Measured Discharge and Estimated Seepage for the West Riverside Drains
Seepage Run, Belen Division, S4-17, July 23-24, 2001 Figure 36 Measured Discharge and Estimated Seepage for the Peralta Riverside
Drain Seepage Run, Belen Division, S4-18, July 25, 2001
iv
Figure 37 Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-19, July 25-26, 2001
Figure 38 Measured Discharge and Estimated Seepage for the Belen Riverside Drain
Seepage Run, Reach 1, Belen Division, S4-20, July 25, 2001 Figure 39 Measured Discharge and Estimated Seepage for the Belen Riverside Drain
Seepage Run, Reach 2, Belen Division, S4-20, July 26, 2001 Figure 40 Measured Discharge and Estimated Seepage for the Peralta Riverside
Drain Seepage Run, Belen Division, S4-21, August 2, 2001 Figure 41 Measured Discharge and Estimated Seepage for the Rio Grande Seepage
Run, Belen Division, S4-22, August 2-3, 2001 Figure 42 Measured Discharge and Estimated Seepage for the Belen Riverside Drain
Seepage Run, Reach 1, Belen Division, S4-23, August 2, 2001 Figure 43 Measured Discharge and Estimated Seepage for the Belen Riverside Drain
Seepage Run, Reach 2, Belen Division, S4-23, August 3, 2001 Figure 44 Measured Discharge and Estimated Seepage for the Belen Riverside Drain
Seepage Run, Reach 3, Belen Division, S4-23, August 3, 2001 Figure 45 Measured Discharge, Adjusted Discharge, and Estimated Seepage for the
Rio Grande Seepage Run, Socorro Division, S4-24, August 8-9, 2001 Figure 46 Measured Discharge and Estimated Seepage for the LFCC Seepage Run,
Socorro Division, S4-25, August 8-9, 2001 Figure 47 Cumulative Losses on the Rio Grande, Socorro Division Figure 48 Total Rio Grande Loss vs. San Acacia Reference Flow, San Acacia to End
of Levee at Corral
#S
#S
#S
#S
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È
È
Los Lunas
Belen
Tome
Socorro
San Marcial
Elephant ButteReservoir
Rio Puerco
Rio Salado
Bosque del ApacheNational Wildlife Refuge
Belen Division
Socorro Division
San AcaciaDiversion Structure
IsletaDiversion Structure
Rio
Gra
nde
.-,25
0 7 14 21 28 Miles
N
EW
S
Figure 1. Project Location S. S. Papadopulos & Associates, Inc.File: Figure1.pdf November 30, 2001
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 L
ateral
Las C
havez Drain
Upper B
elen Riverside D
rain
Huning L
ateral
Upper Peralta R
iverside Drain
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
Tom
e Drain
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
Tom
e Ditch
Isleta Diversion StructureISLDV
BELCNPERCN CACCN CHACN
CHICNISLDV
Chical L
ateral
240 Wasteway
240WW
RM 169.2
RM 159.0
NM 46Bridge
Otero D
rain
WaterwaysDrainsWasteways
Rio GrandeUSGS gageMRGCD gage
Note: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
Legend
Figure 2a. Belen Schematics from Isleta Diversion Structure at Rivermile (RM) 169.2 to RM 159.0 Draft 6/3/2002
Belen H
iline Canal
Belen A
cequia
Los C
havez Drain
Harlan L
ateral
Harlan D
rain
Los C
havez Acequia
Low
er Peralta Riverside D
rain
Peralta Main C
anal
New
Tom
e Ditch
La C
onstancia Acequia
Tom
e Drain
La ConstanciaAcequia
Hell C
anyon Lateral
La C
onstancia Lateral
El CeroDrain
Vallejo L
ateral
Enrique L
ateral
Low
er Peralta Riverside D
rain
Hell C
anyon Lateral
Tome Drain
PeraltaMain Canal
Upper B
elen Riverside D
rainL
ower B
elen Riverside D
rain
New
Belen A
cequia
Gabaldon D
rain
Gabaldon A
cequia
Las C
havez Drain
Harlan L
ateral
Old B
elen Acequia
Old B
elen Acequia
Garcia A
cequia
Los
Chavez
Acequia
SousalLateral
Sousal Acequia
Upper A
rroyos Acequia
Bosque D
rain
Garcia Acequia
NewBelen
Wasteway
Garcia L
ateral
FeederDitch
Belen Division (Section 2)
Sausal Drain
Santa FeD
itch
LP1DR
PERWW
Prison Lateral
SanFernandesAcequia
Las LunasWasteway
Toafoya
Lateral
Las C
ercas Acequia
Valencia D
rain
Valencia A
cequia
Peralta Acequia
Los L
unes A
cequia
RM 159.0
RM 149.0
Otero D
rain
Figure 2b. Belen Schematics from RM 159.0 to RM 149.0 Draft 6/3/2002
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 Riverside D
rain
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)
Santa FeD
itch
Garcia A
cequia
LowerArroyosAcequia
Sanchez Drain
New BelenWasteway
BELDR
NBLWW
Belen H
iline Canal
Low
er Peralta Riverside D
rain
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
Figure 2c. Belen Schematics from RM 149.0 to RM 139.0 Draft 6/3/2002
Las Nutrias Lateral
Bernardo DrainSan Francisco R
iverside Drain
Las N
utrrias Drain
San Juan Main C
anal
Belen G
rant Lateral #1
Belen G
rant Lateral #2
Low
er San Juan Riverside D
rain
Abeytas L
ateral #1
Abeytas L
ateral #2
Bernardo D
rain
Sabinal L
ateral #1San FranciscoR
eed Lateral
San Francisco Rio
Puerco Acequia
BernardoChanelization
AbeytasLateral #1
Belen Division (Section 4)
Low
er Sabinal Riverside D
rain
Las N
utrias Lateral
Las N
utrias Drain
San Juan Drain
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
Figure 2d. Belen Schematics from RM 139.0 to RM 129.0 Draft 6/3/2002
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 116.2SOCORRO DIVISION
BELEN DIVISIONUN7DR
Rio Salado
ArroyoLos Alamos
Bernardo Arroyo
Canada Ancha
Canoncito Colorado
RM 118.7
RM 120.1
Figure 2e. Belen Schematics from RM 129.0 to the Socorro Division Boundary at RM 116.2 Draft 6/3/2002
Socorro Division (Section 1)
Alam
illo Ditch
LFC
C
Lem
itar Riverside D
rain
Polvadera Acequia Chamisal Drain
Vasquez
Lem
itar Ditch
Lem
itar Waste L
ateral
Socorro Main C
anal
McA
llistar Drain
Acequia Madre
IslaLateral
Lehen D
itch
SarricinoWasteway
Morten
Rinconda Lateral
CrabtreeInterior Drain
Acequia
SalangreD
itch
Riverside D
rain
Allery Drain
ChambonLateral
Lateral
San Acacia
Lateral
RM 116.2
RM 106.2
SOCCN SNAN5 - USGS Gage 08354900
Lemitar Diversion Structure
LFCC Wasteway
San Acacia Diversion StructureSNADV
Former SocorroMain Canal North
San Lorenzo Arroyo
Unit 7Drain
WaterwaysDrainsWasteways
Rio GrandeUSGS gageMRGCD gage
Note: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
Legend
Figure 3a. Belen Schematics from San Acacia Diversion Structure at Rivermile (RM) 116.2 to RM 106.2 Draft 6/3/2002
Lem
itar Ditch
McA
llistar Drain
Lem
itar Riverside D
rain
LFC
C
Luis L
opez Drain
Socorro Ditch
Escondida D
rain
Socorro Riverside D
rain
Socorro Division (Section 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 Ditch
Escondida ArroyoEscondidaWasteway
Socorro Main C
analSocorro 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
Figure 3b. Socorro Schematics from RM 106.2 to RM 96.2 Draft 6/3/2002
LFC
C
Arroyo de las Canas
Socorro Riverside D
rain
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 Riverside D
rain
Luis L
opez Acequia #2
San Antonio D
itch
Montoya Drain
ReviraWasteway
Socorro Division (Section 3)RM 96.2
RM 86.2
US 380 Bridge
Neal Cupp Diversion Structure
Figure 3c. Socorro Schematics from RM 96.2 to RM 86.2 Draft 6/3/2002
LFC
C
Socorro Riverside D
rain
Socorro Main C
anal South
Interior Ditch
San Antonio D
itch
San Antonio L
ateral
PadillaWasteway
Riverside D
itch
Old San Antonio L
ateral
FloresDitch
Bruton
Drain
Elm
endorf Drain
SOCORRO DIVISION
BOSQUE DEL APACHE NATIONALWILDLIFE REFUGE
Figure 3d. Socorro Schematics from RM 86.2 to RM 76.2 Draft 6/3/2002RM 76.2
RM 86.2
LFC
C
Interior Ditch
LFC
C
LFCC
Tiffany C
hannel
San Marcial Gaging Station
Socorro Division (Section 5)RM 76.2
RM 66.2
Figure 3e. Socorro Schematics from RM 76.2 to RM 66.2 Draft 6/3/2002
LFC
C
Elephant Butte Reservoir
Fort Craig Bridge
Socorro Division (Section 6)RM 66.2
RM 61.5
Figure 3f. Socorro Schematics from RM 66.2 to Elephant Butte Reservoir Draft 6/3/2002
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$T
$T
$T
$T
$T
0 5 10 Miles
$T Measurement LocationSeepage Run Activity ReachHighwayWaterwayMunicipal Area
N
EW
S
Figure 4. Seepage Run Activity S4-01 S. S. Papadopulos & Associates, Inc.
Rio
Grande
RGSACA
9MORGESC
RG1200
RGBA
RGNC
RG380
RGNBB
SOCORRO
BOSQUEDEL APACHE
NATIONALWILDLIFEREFUGE
RGSBB
RGSM
RGCOR
File: Figure4.pdf Created November 30, 2001
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S. S. Papadapulos & Associates, Inc.Figure 5. Seepage Run Activity S4-02
N
EW
S
Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T
0 5 10 Miles
BOSQUEDEL APACHE
NATIONALWILDLIFEREFUGE
LFCC#13
LFCC#11 12HDV
BRNWWLFCC#10
NCPDV
LFCC#8
LFCC#5
LFCC#3
LFCC#2
LFCC#1
$TLFCC#7
SOCORRO
File: Figure5.pdf Created November 30, 2001
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0 3 6 Miles
Figure 6. Seepage Run Activity S4-03 S. S. Papadapulos & Associates, Inc.
RG309
BELDR
NBLWW
SJFC
RGBC
DU7XRGBDU7
Rio Puerco
Belen
Tome
File: Figure6.pdf Created November 30, 2001
N
EW
S
Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T
$T
$T
$T
$T
$T
$T
$T
$T
0 5 10 Miles
$T Measurement LocationSeepage Run Activity ReachHighwayWaterwayMunicipal Area
N
EW
S
Figure 7. Seepage Run Activity S4-05 S. S. Papadapulos & Associates, Inc.
RGCOR
RGSM
BOSQUEDEL APACHE
NATIONALWILDLIFEREFUGE
SOCORRO
RG380
RGNC
RGBA
RG1200
RGESC
RGSACA
Rio
Grande
File: Figure7.pdf Created November 30, 2001
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S. S. Papadapulos & Associates, Inc.Figure 8. Seepage Run Activity S4-06
N
EW
S
Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T
0 3 6 Miles
SABDR
FD3WW
SJFC
NBLWWBELDR
RG309LP1DR
PERWW
HARD
RGUSOUT
DU7X RGBDU7
BELEN
TOME
Rio Puerco
Abo Arroyo
File: Figure8.pdf Created November 30, 2001
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$T$T
$T
$T
$T
$T
$T
$T
0 4 8 Miles
$T Measurement LocationSeepage Run Activity ReachHighwayWaterwayMunicipal Area
N
EW
S
Figure 9. Seepage Run Activity S4-07 S. S. Papadapulos & Associates, Inc.
RGISL
RGUSOUT
HARD
PERWWRGTM
LP1DRRG309
BELDRNBLWW
SJFC
FD3WWRGBC
RGSDRSABDR
RGUS60
DU7XRGBDU7SALAR
RGASA#3
RGASA#2
RGSACA
File: Figure9.pdf Created November 30, 2001
Belen
Tome
Rio Puerco
Abo Arroyo
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S. S. Papadopulos & Associates, Inc.Figure 10. Seepage Run Activity S4-08
N
EW
S
Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T
0 1 2 Miles
LAJ-7
LAJ-6
LAJ-5
LAJ-4
LAJ-3
LAJ-2OUTB23
LAJ-1
Rio Gra
nde
La Joya A
cequ
ia
Rio Puerco
Lower
San
Juan Riversid
e Drain
Drain Unit 7
File: Figure10.pdf Created November 30, 2001
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Figure 11. Seepage Run Activities S4-09, S4-10, and S4-11 S. S. Papadopulos & Associates, Inc.
N
EW
S
Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T
0 3 6 Miles
Soco
rro
M
ain C
anal
Rio G
ran
de
LFC
C
SM7SM8
AQMAD
SM9SM10
socorro
SM11
OSALT
SMSCN
SM1ALMDT
SM2SM3
S4-09
S4-11
S4-10
File: Figure11.pdf Created November 30, 2001
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$T
$T
$T
0 1 2 Miles
$T Measurement LocationSeepage Run Activity ReachHighwayWaterwayMunicipal Area
N
EW
S
Figure 12. Seepage Run Activity S4-12 S. S. Papadapulos & Associates, Inc.
SJDR60
LNDR
SJMN
SJBDU7
Drain
Unit 7
Rio Grande
Low
er San Juan R
iverside D
rain
La Joya Ace
quia
File: Figure12.pdf Created November 30, 2001
Rio Puerco
Abo Arroyo
.-,25
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La Joya Ace
quia
Low
er San Juan Rivers
ide Drain
Rio Grande
Dra
in Unit 7
RGBDU7DU7X
RGUS60
S. S. Papadapulos & Associates, Inc.Figure 13. Seepage Run Activity S4-13
N
EW
S
Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T
0 1 2 Miles
File: Figure13.pdf Created November 30, 2001
$T
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$T
$T
S. S. Papadapulos & Associates, Inc.Figure 14. Seepage Run Activity S4-15
N
EW
S
Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T
0 1 2 Miles
Dra
in
Unit 7
Rio Grande
Low
er San Juan R
iverside D
rain
La Joya Ace
quia
SJDR60
LNDR
SJMN
SJBDU7
File: Figure14.pdf Created November 30, 2001
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DU7X
RGUS60
Rio Grande
0 1 2 3 Miles
$T Measurement LocationSeepage Run Activity ReachHighwayWaterwayMunicipal Area
N
EW
S
Figure 15. Seepage Run Activity S4-16 S. S. Papadapulos & Associates, Inc.
RGASA#3
RGASA#2
RGSACA
File: Figure15.pdf Created November 30, 2001
Rio Puerco
Abo Arroyo
$T
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$T
S. S. Papadapulos & Associates, Inc.Figure 16. Seepage Run Activity S4-17
N
EW
S
Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T
0 1 2 Miles
DU7RG7
DU7#3
DU7#2
Drain
Uni
t 7
Rio Gra
nde
San
Juan
Riverside D
rain
La J
oya
Ace
qu
ia
Abo Arroyo
File: Figure16.pdf Created November 30, 2001
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$T
0 1 2 Miles
$T Measurement LocationSeepage Run Activity ReachHighwayWaterwayMunicipal Area
N
EW
S
Figure 17. Seepage Run Activities S4-18, S4-19, and S4-20 S. S. Papadapulos & Associates, Inc.
Belen R
ivers
i de
Dra
inPer
alta
Riv
ersi
de
Dra
in
Rio
G
rand
eBRDUH
HARD
PERWW
TOMDR
RGTMPRDTM
LP1DRRG309
BRDUSD
BRDTM
BRDOUT
DR1BRDRGUSOUT
PRDOUTOTDR
S4-20 S4-19
S4-18
S4-20
BELEN
Tome
File: Figure17.pdf Created November 30, 2001
.-,25 #S47#S314
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$T
0 1 2 Miles
$T Measurement LocationSeepage Run Activity ReachHighwayWaterwayMunicipal Area
N
EW
S
Figure 18. Seepage Run Activities S4-21, S4-22, and S4-23 S. S. Papadapulos & Associates, Inc.
Tome
BELEN
OTDRPRDOUT
RGUSOUTDR1BRD
BRDOUT
BRDTM
BRDUSD
RG309LP1DR
PRDTMRGTM
TOMDR
PERWW
HARD
BRDUH
Rio
G
rand
ePer
alta
Riv
ersi
de
Dra
in
Belen R
ivers
i de
Dra
in
BRDDSD
BRD309
BRDBS2
S4-22
S4-21
S4-23
S4-23
File: Figure18.pdf Created November 30, 2001
#S #S47.-,25314
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0 2 4 Miles
$T Measurement LocationSeepage Run Activity ReachHighwayWaterwayMunicipal Area
N
EW
S
Figure 19. Seepage Run Activity S4-24 S. S. Papadapulos & Associates, Inc.
RGESC
RGNSD
RG1200
RGBA
RGNC
RG380
SOCORRO
File: Figure19.pdf Created November 30, 2001
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S. S. Papadapulos & Associates, Inc.Figure 20. Seepage Run Activity S4-25
N
EW
S
Municipal AreaWaterwayHighwaySeepage Run Activity ReachMeasurement Location$T
0 2 4 Miles
Socorro
LFCC#13
12HDVLFCC#11
BRNWWLFCC#10
NCPDV
LFCC#8
File: Figure20.pdf Created November 30, 2001
.-,25
(/60
(/380
Figure 21
S4-01.xls 5/31/2002
Measured Discharge, Adjusted Discharge, and Estimated Seepage for the Rio Grande Seepage Run, Socorro Division, S4-01, June 9-12, 2001
RG
SM
RG
1200
9MO
RG
380
RG
CO
R
RG
SB
B
RG
NB
BRG
NCR
GB
A
RG
ES
C
RG
SA
CA
-400
-200
0
200
400
600
800
1000
1200
1400
0 10 20 30 40 50 60
Distance below San Acacia Dam (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande
Discharge in Rio Grande adjusted for time lag
Reach-averaged seepage from Rio Grande
Cumulative seepage from Rio Grande
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. When two adjusted discharges are available for a location, the average is used.3. Seepage calculations based on adjusted discharges. Negative seepage indicates a gain to the river.4. Qualitative Confidence Grade: C
Figure 22
S4-02.xls 5/31/2002
Measured Discharge and Estimated Seepage for the LFCC Seepage Run, Socorro Division, S4-02, June 10-13, 2001
LFC
C #
13
LFC
C #
1112
HD
V
BR
NW
W LFC
C #
10
NC
PD
V
LFC
C #
8
LFC
C #
7
LFC
C #
5 LFC
C #
3
LFC
C #
1
LFC
C #
2
-100
-50
0
50
100
150
200
250
300
350
0 10 20 30 40 50 60
Distance below San Acacia Dam (miles)
Dis
char
ge
(cfs
)
Discharge in LFCC
Reach-averaged seepage inflow to LFCC
Cumulative seepage inflow to LFCC
Wasteway inflow to LFCC or diversion
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Negative values indicate loss from LFCC.3. Qualitative Confidence Grade: B
Figure 23
S4-03.xls 5/31/2002
Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-03, June 23-24, 2001
NB
LWW
RG
309
BE
LDR
SJF
C
RG
BC
RG
BD
U7
DU
7X
-150
-50
50
150
250
350
450
0 5 10 15 20 25 30 35 40 45
Distance below Isleta Diversion Dam (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande, June 23
Discharge in Rio Grande, June 24
Reach-averaged seepage from Rio Grande
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river.3. Seepage run is discontinuous. First and second days are calculated separately.4. Qualitative Confidence Grade: B
Figure 24
S4-05.xls 5/31/2002
Measured Discharge, Adjusted Discharge, and Estimated Seepage for the Rio Grande Seepage Run, Socorro Division, S4-05, June 27, 2001
RG
380
RG
NCR
GS
AC
A
RG
ES
C
RG
1200
RG
BA
PN
C
RG
SM
RG
CO
R
-200
-100
0
100
200
300
400
500
0 10 20 30 40 50 60
Distance below San Acacia Dam (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande
Discharge in Rio Grande adjusted for time lag
Reach-averaged seepage from Rio Grande
Cumulative seepage from Rio Grande
Notes:1. Seepage calculations based on adjusted discharges. Negative seepage indicates a gain to the river. 2. The USGS gage at San Acacia showed a 100 cfs increase in flow from midnight June 26 to midnight June 27. This represents a 29% increase in flow at San Acacia on the day of the seepage run. Losses calculated for this seepage run may have been influenced by the transient event. 3. Qualitative Confidence Grade: B
Figure 25
S4-06.xls 5/31/2002
Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-06, June 28-29, 2001
RG
309
LP1D
RR
G30
9
PE
RW
W
HA
RD
RG
US
OU
T
NB
LWW
BE
LDR
SJF
C
FD3W
W
SA
BD
R
DU
7XR
GB
DU
7
-400
-200
0
200
400
600
800
0 5 10 15 20 25 30 35 40 45
Distance below Isleta Diversion Dam (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande, June 28
Discharge in Rio Grande, June 29
Reach-averaged seepage from Rio Grande
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river. 3. Seepage run is discontinuous. First and second days are calculated separately. 4. First day of seepage run may have been influenced by transient events. Qualitative Confidence Grade: B
Figure 26
S4-07.xls 5/31/2002
Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-07, July 6-9, 2001
RG
TM
RG
309
LP1D
R
PE
RW
W
HA
RDRG
US
OU
TRG
ISL
FD3W
W
SJF
C
NB
LWW
BE
LDR
RG
BC
SA
BD
RR
GS
DR
RG
US
60
DU
7XR
GB
DU
7S
ALA
R
RG
AS
A#3
RG
AS
A#2
-100
-50
0
50
100
150
200
250
300
350
400
0 10 20 30 40 50 60
Distance below Isleta Diversion Dam (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande, July 6Discharge in Rio Grande, July 7Discharge in Rio Grande, July 8Discharge in Rio Grande, July 9Reach-averaged seepage
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river.3. Seepage run is discontinuous. Days are calculated separately.4. Qualitative Confidence Grade: A
Figure 27
S4-08.xls 5/31/2002
Measured Discharge and Estimated Seepage for the La Joya Acequia Seepage Run, Belen Division, S4-08, July 10, 2001
LAJ1
OU
TB
23LA
J2
LAJ3
LAJ4 LA
J5
LAJ6
LAJ7
-5
0
5
10
15
20
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0
Distance along La Joya Acequia Seepage Run (miles)
Dis
char
ge
(cfs
)
Discharge in La Joya Acequia
Reach-averaged seepage
Cumulative seepage
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Negative seepage indicates a gain to the acequia.3. Qualitative Confidence Grade: A
Figure 28
S4-09 -10 -11.xls 5/31/2002
Measured Discharge and Estimated Seepage for the Socorro Main Canal Seepage Run, Socorro Division, S4-09, July 18, 2001
SM
7
SM
8 AQ
MA
D
SM
9
-40
-20
0
20
40
60
80
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
Distance below Socorro Main Canal #7, at Chambon (miles)
Dis
char
ge
(cfs
)
Discharge in Socorro Main Canal
Reach-average seepage
Cumulative Seepage
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Positive seepage indicates a loss from the canal. 3. A large transient flow moved through the canal during this seepage run, affecting flow measurements.4. Qualitative Confidence Grade: C
Figure 29
S4-09 -10 -11.xls 5/31/2002
Measured Discharge and Estimated Seepage for the Socorro Main Canal Seepage Run, Socorro Division, S4-10, July 19, 2001
SM
3
SM
2
ALM
DT
SM
1
-100
-50
0
50
100
150
200
250
300
0.0 0.5 1.0 1.5 2.0 2.5
Distance below Socorro Main Canal #1, at MRGCD gage (miles)
Dis
char
ge
(cfs
)
Discharge in Socorro Main Canal
Reach-average seepage
Cumulative Seepage
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Positive seepage indicates a loss from the canal. 3. Gage data suggest a transient flow affected flow measurements during this seepage run. 4. Qualitative Confidence Grade: C
Figure 30
S4-09 -10 -11.xls 5/31/2002
Measured Discharge and Estimated Seepage for the Socorro Main Canal Seepage Run, Socorro Division, S4-11, July 20, 2001
SM
11
OS
ALT
SM
SC
N
-40
-20
0
20
40
60
80
100
120
0.0 0.5 1.0 1.5 2.0 2.5
Distance below Socorro Main Canal #11, at Old San Antonio Lateral (miles)
Dis
char
ge
(cfs
)
Discharge in Socorro Main Canal
Reach-averaged seepage
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Negative seepage indicates a gain to the canal. 3. Qualitative Confidence Grade: C
Figure 31
S4-12.xls 5/31/2002
Measured Discharge and Estimated Seepage for the Lower San Juan Riverside Drain Seepage Run, Belen Division,
S4-12, July 22, 2001S
JDR
60
LND
R
SJB
DU
7
SJM
N
-50
-30
-10
10
30
50
70
90
110
130
150
0 1 2 3 4 5 6 7
Distance below Highway 60 (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain
Reach-averaged seepage
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Positive seepage indicates loss from drain.3. This activity was part of a concurrent seepage run with adjacent drains.4. Qualitative Confidence Grade: B
Figure 32
S4-13.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Belen Division Rio Grande Seepage Run, Belen Division, S4-13, July 22, 2001
RG
BD
U7
DU
7X
RG
US
60
-50
0
50
100
150
200
0 1 2 3 4 5 6 7
Distance below Highway 60 (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande
Reach-averaged seepage from Rio Grande
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Positive seepage indicates a loss from the river.3. This activity was part of a concurrent seepage run with adjacent drains. 4. Qualitative Confidence Grade: A
Figure 33
S4-15.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Lower San Juan Riverside Drain Seepage Run, Belen Division,
S4-15, July 23, 2001
SJB
DU
7
SJM
N
LND
R
SJD
R60
-50
-30
-10
10
30
50
70
90
110
130
150
0 1 2 3 4 5 6 7
Distance below Highway 60 (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain
Reach-averaged seepage
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Positive seepage indicates loss from drain.3. This activity was part of a concurrent seepage run with adjacent drains. 4. Qualitative Confidence Grade: B
Figure 34
S4-16.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-16, July 23-24, 2001
RG
US
60
SA
LAR
DU
7XR
GB
DU
7
SJW
WR
GA
SA
#3
RG
AS
A#2
-100
-50
0
50
100
150
200
250
300
30 35 40 45 50 55
Distance below Isleta Diversion Dam (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande, July 23
Discharge in Rio Grande, July 24
Reach-averaged seepage from Rio Grande
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river.3. Seepage run is discontinuous. Days are calculated separately.4. Qualitative Confidence Grade: A
Figure 35
S4-17.xls 6/4/2002
Measured Discharge and Estimated Seepage for the West Riverside Drains Seepage Run, Belen Division, S4-17, July 23-24, 2001
DU
7#2
DU
7#3
DU
7RG
7
-100
-50
0
50
100
150
200
250
0 1 2 3 4 5 6 7 8 9
Distance below Drain Unit 7 Extension (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain
Reach-averaged seepage
Notes:1. Negative seepage indicates a gain to the drain.2. Qualitative Confidence Grade: A
Figure 36
S4-18.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Peralta Riverside Drain Seepage Run, Belen Division, S4-18, July 25, 2001
PR
DT
MT
OM
DR
PR
DO
UT
OT
DR
-100
-50
0
50
100
150
200
0 1 2 3 4 5 6 7 8
Distance below Valley Cross Section at Wastewater Treatment Plant Outfall (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain
Reach-averaged seepage from Rio Grande
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the riverside drain.3. Qualitative Confidence Grade: A
Figure 37
S4-19.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-19, July 25-26, 2001
RG
TM
PE
RW
W
HA
RDR
GU
SO
UT
RG
309
LP1D
R
-50
0
50
100
150
200
0 1 2 3 4 5 6 7 8 9 10
Distance below Valley Cross Section at Wastewater Treatment Plant Outfall (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande, July 25
Discharge in Rio Grande, July 26
Reach-averaged seepage
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Positive seepage indicates a loss from the river.3. Qualitative Confidence Grade: A
Figure 38
S4-20.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Belen Riverside Drain Seepage Run, Reach 1, Belen Division,
S4-20, July 25, 2001
BR
DU
H
DR
1BR
D
BR
DO
UT
-40
-20
0
20
40
60
80
100
120
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Distance below Valley Cross Section at Wastewater Treatment Plant Outfall (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain
Reach-averaged seepage
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the drain.3. Seepage run is discontinuous below BRDUH.4. Distance is along Upper Belen Riverside Drain station line.5. Qualitative Confidence Grade: A
Figure 39
S4-20.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Belen Riverside Drain Seepage Run, Reach 2, Belen Division
S4-20, July 26, 2001
BR
DU
SD
BR
DT
M
-20
-10
0
10
20
30
40
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8
Distance below Tome (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain
Reach-averaged seepage
Notes:1. Positive seepage indicates loss from the drain.2. Seepage run is discontinuous above BRDTM.3. Distance is along Lower Belen Riverside Drain station line.4. Qualitative Confidence Grade: B
Figure 40
S4-21.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Peralta Riverside Drain Seepage Run, Belen Division, S4-21, August 2, 2001
OT
DR
PR
DO
UT
TO
MD
RP
RD
TM
-150
-100
-50
0
50
100
150
200
0 1 2 3 4 5 6 7 8
Distance below Valley Cross Section at Wastewater Treatment Plant Outfall (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain
Reach-averaged seepage
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the riverside drain.3. Qualitative Confidence Grade: A
Figure 41
S4-22.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Rio Grande Seepage Run, Belen Division, S4-22, August 2-3, 2001
HA
RDRG
US
OU
T
PE
RW
W
RG
TM
LP1D
RR
G30
9
-100
-50
0
50
100
150
200
250
300
0 1 2 3 4 5 6 7 8 9 10
Distance below Valley Cross Section at Wastewater Treatment Plant Outfall (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande, August 2
Discharge in Rio Grande, August 3
Reach-average Seepage
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the river.3. Qualitative Confidence Grade: B
Figure 42
S4-23.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Belen Riverside Drain Seepage Run, Reach 1, Belen Division,
S4-23, August 2, 2001B
RD
OU
T
DR
1BR
D
BR
DU
H
-50
-30
-10
10
30
50
70
90
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Distance below Valley Cross Section at Wastewater Treatment Plant Outfall (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain
Reach-averaged seepage
Notes:1. Measured values indicated with solid marker. Interpolated values indicated with open marker. 2. Negative seepage indicates a gain to the drain.3. Seepage run is discontinuous below BRDUH.4. Distance is along Upper Belen Riverside Drain station line.5. Qualitative Confidence Grade: A
Figure 43
S4-23.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Belen Riverside Drain Seepage Run, Reach 2, Belen Division,
S4-23, August 3, 2001
BR
DU
SD
BR
DT
M
BR
DB
S2
-50
-30
-10
10
30
50
70
90
0.0 1.0 2.0 3.0 4.0 5.0 6.0
Distance below Origin of Lower Belen Riverside Drain (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain, above BRDUSD
Reach-averaged seepage
Notes:1. Negative seepage indicates a gain to the drain.2. Seepage run is discontinuous above BRDBS2 and below BRDUSD.3. Distance is along Lower Belen Riverside Drain station line.4. Qualitative Confidence Grade: C
Figure 44
S4-23.xls 6/4/2002
Measured Discharge and Estimated Seepage for the Belen Riverside Drain Seepage Run, Reach 3, Belen Division,
S4-23, August 3, 2001
BR
D30
9
BR
DD
SD
-50
-30
-10
10
30
50
70
90
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Distance below Origin of Lower Belen Riverside Drain (miles)
Dis
char
ge
(cfs
)
Discharge in Riverside Drain, above BRDUSD
Reach-averaged seepage
Notes:1. Negative seepage indicates a gain to the drain.2. Seepage run is discontinuous above BRDDSD.3. Distance is along Lower Belen Riverside Drain station line.4. Qualitative Confidence Grade: C
Figure 45
S4-24.xls 6/4/2002
Measured Discharge, Adjusted Discharge, and Estimated Seepage for the Rio Grande Seepage Run, Socorro Division, S4-24, August 8-9, 2001
RG
NS
D
RG
380
PN
CR
GN
CRG
BAR
G12
00
RG
ES
C
-50
0
50
100
150
200
0 5 10 15 20 25 30
Distance below San Acacia Dam (miles)
Dis
char
ge
(cfs
)
Discharge in Rio Grande, August 8
Discharge in Rio Grande, August 9
Discharge in Rio Grande adjusted for time lag
Reach-averaged seepage from Rio Grande
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. When two adjusted discharges are available for a location, the average is used.3. Seepage calculations based on adjusted discharges. Negative seepage indicates a gain to the river.4. Qualitative Confidence Grade: A
Figure 46
S4-25.xls 6/4/2002
Measured Discharge and Estimated Seepage for the LFCC Seepage Run, Socorro Division, S4-25, August 8-9, 2001
PN
C
LFC
C #
8
NC
PD
V
LFC
C #
10B
RN
WW
12H
DV
LFC
C #
11
LFC
C #
13
-100
-50
0
50
100
150
0 5 10 15 20 25 30
Distance below San Acacia Dam (miles)
Dis
char
ge
(cfs
)
Discharge in LFCC
Reach-averaged seepage
Cumulative seepage inflow to LFCC
Notes: 1. Measured values indicated with solid marker. Calculated values indicated with open marker.2. Negative values indicate loss from LFCC.3. Qualitative Confidence Grade: A
Figure 47
SeepageSumAllPhases.xls 6/4/02
Cumulative Losses on the Rio Grande, Socorro Division
RG
ES
C
RG
SA
CA
RG
380 R
GN
BB
RG
SB
B
RG
SM R
GF
C
RG
CO
R
-50
0
50
100
150
200
250
300
350
400
0 10 20 30 40 50 60
Distance Downstream of San Acacia Dam (miles on river station line)
Cu
mu
lati
ve R
io G
ran
de
Lo
sses
(cf
s)
Cycle 1, Run 1 (Mid-August 2000)Cycle 2, Run 1 (Early September 2000)Cycle 3, Run 1 (Late September 2000)Cycle 4, Run 2 (Late October 2000)Cycle 5, Run 1 (Late January 2001)S4-01 (Mid-June 2001)S4-05 (Late June 2001)
Note: Cycle 1,2,3,5 results are described in Field Assessment of Flow and Seepage Conditions along the Rio Grande and the Low Flow Conveyance Channel, San Acacia to Elephant Butte , S.S. Papadopulos & Assoc., Inc., 2001.
Figure 48
SeepageSumAllPhases.xls 6/4/02
Total Rio Grande Loss vs. San Acacia Reference FlowSan Acacia to End of Levee at Corral
0
50
100
150
200
250
300
350
400
0 100 200 300 400 500 600 700 800 900
San Acacia Reference Flow (cfs)
To
tal R
io G
ran
de
Lo
ss (
cfs)
Cycle 1 (Mid-August 2000)Cycle 2, Run 1 (Early September 2000)Cycle 3 (Late September 2000)Cycle 5 (Late January 2001)S4-01 (Mid-June 2001)S4-05 (Late June 2001)
Note: Cycle 1,2,3,5 results are described in Field Assessment of Flow and Seepage Conditions along the Rio Grande and the Low Flow Conveyance Channel, San Acacia to Elephant Butte , S.S. Papadopulos & Assoc., Inc., 2001.