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Groundwater evaluation in thick aquifer units: theory and practice in Mexico
Instituto de Geografía, UNAMJ JOEL CARRILLO R
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
General Content,
Introduction
Thick aquifer units in Mexico
Groundwater theory
Practice in Mexico
Concluding remarks
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
Introduction
After: GPTE, CFE
o Thermal Spring
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
+ 2,000 m, mainly fractured
Sierra Madre Occidental
Mexican Trans-volcanic Belt
Regions at Baja California
Central Aluvial Basins
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
Major concerns may be incorporated as follows:
• Potentiometric surface response (standard modelling procedures)
• Pumping test data analyses (analytical solutions)
• Geochemical response (water quality definition, contaminat issues)
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
Potentiometric surface response (standard modelling procedures)
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
Pumping test data analyses(analytical solutions)
Confinedresponse
Semi-confinedresponse
Thickaquifer unitresponse
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
Geochemical response (water quality definition, contamination issues)
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
Boundary conditions:Lateral boundariesUpper, potentiometric surfaceBottom, hydrogeologic basement rock
Aguascalientes Basin
Basin ofMexico
CurrentCurrent studystudy areaarea ofof interestinterest in in groundwatergroundwater studiesstudies
LATERAL FLOW
RECHARGEEVAPOTRANPIRATION
PUMPING
BASEMENT ROCK
±
After Tóth, 1963, 1995
Need to include:
* Actual hydraulic head* Meaning of geologicalframework* Observed chemical andphysical response* Impact on ecosystem* Social, economic issues
Groundwater temperature rise at different periods in an observationborehole some 30 m distance from the pumping site
7 0
7 5
8 0
8 5
9 0
9 5
1 0 0
1 0 5
1 1 0
1 1 5
1 2 02 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9
T E M P E R A T U R A (°C )
PRO
FUN
DID
AD
(m) 2 8 /0 3 /9 8 - 1 0 :4 0
2 8 /0 3 /9 8 - 1 4 :3 5
2 8 /0 3 /9 8 - 1 5 :5 0
2 9 /0 3 /9 8 - 0 5 :0 0
2 9 /0 3 /9 8 - 1 0 :0 0
3 0 /0 3 /9 8 - 1 1 :0 0
3 0 /0 3 /9 8 - 1 3 :1 0
2 9 /0 3 /9 8 - 1 7 :3 0
After: Carrillo-Rivera, JJ, Cardona A & Hergt T (2001) ALHSUD Bul No 1
Aguascalentes
95
100
105
110
115 0 500 1000 1500 2000 2500 3000 3500
TIME SINCE PUMPING STARTED (minutes)
PUM
PIN
G W
ATE
R L
EVEL
(m)
32
34
36
38
40
42
44
TEMPER
ATU
RE (°C
)
temp.
24.2
31.1
34.0
44.2
46.4
37.0
28.0
18.0
52.3
24.2 - YIELD (l/s)
WATER TABLE = 93 m
PUMPING WL
TEMPERATURE
Water level response to induced vertical flow of thermal water
After: Carrillo-Rivera, JJ, Cardona A & Hergt T (2001) ALHSUD Bul. No 1
Aguascalentes
After, Hergt & Carrillo-Rivera (2004) Proceedings Joint Congress XXXIII-IAH & 7o-ALHSUD
Drawdown correction to induced thermal water in an abstraction borehole, Numerical Modelling
Aguascalentes
After Edmunds, Carrillo-Rivera & Cardona (2002) Journal of Hydrology
81-51 pmcMODERN
12-2 pmc> 6,000 years
Basement?
0 2.5 5 kmHorizontal scale:
EXPLANATION FLOW SYSTEM
(Sierra de la Cruces) (Sierra Rio Frío)
Local Flow
Intermediate Flow
Regional Flow (Source)
5, QUATERNARY/RECENT ALLUVIAL(AQUITARD)
4, PLIOCENE/QUATERNARY BASALTIC-ANDESITES
3, LOWER PLIOCENE LACUSTRINE AND PYROCLASTICS
2, MIDDLE TERTIARY VOLCANICS BASALTS & RHYOLITES
1, CRETACEOUS LIMESTONE
44 oC Cl, 650 mg/l18 oC Cl, 5 mg/l
MEXICO BASIN
0.01 0.1 1 10 100S04 (meq)
20
30
40
T o C
Cuenca de Sabinas
Cuenca de México
Yucatán
LEYENDA
0.1 1 10 100Cl+SO4
0.1
1
10
100
Na+
K0.1 1 10 100
0.1
1
10
100
Flujo Local
Flujo Intermedio
Flujo Regional
6 7 8 9 10
pH
0
10
20
30
40
T o C
Cuencade México
Cuenca de Sabinas
Planicie deYucatán
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
After, Angeles-Serrano et al (2004) Proceedings Joint Congress XXXIII-IAH & 7o-ALHSUD
Mostly, local flows are used, regional flows are induced by pumping, which suggests an expected change in future abstracted waterquality and overall environmental conditions.
Groundwater evaluation in thick aquifer units: theory and practice in Mexico
Concluding remarks
The gelogical framework awaits to be fully incorporated in GW flowanalysis
Hydraulic properties of aquifer material and GW flow directionwithout temperature correction could bear little significance toreal conditions
GW quality control requires further understanding of GW flowconditions
If so, based proposed correction measures will not, definitely, proveto be adequate