El Acufero del Valle de Mexicali y su relacin con los acuferos de - - PowerPoint PPT Presentation

el acu fero del valle de mexicali y su relaci n con los
SMART_READER_LITE
LIVE PREVIEW

El Acufero del Valle de Mexicali y su relacin con los acuferos de - - PowerPoint PPT Presentation

El Acufero del Valle de Mexicali y su relacin con los acuferos de Imperial y Yuma Jorge Ramrez Hernndez April, 2019 Researcher. Instituto de Ingeniera, UABC Outline: Something about Colorado River delta evolution Colorado


slide-1
SLIDE 1

El Acuífero del Valle de Mexicali y su relación con los acuíferos de Imperial y Yuma

Jorge Ramírez Hernández

  • Researcher. Instituto de Ingeniería, UABC

April, 2019

slide-2
SLIDE 2

Outline:

  • Something about Colorado River delta evolution
  • Colorado River flows, the water source
  • Mexicali, Imperial and Yuma aquifers
  • An integral groundwater system
  • Principal remarks
slide-3
SLIDE 3

Modified from Sykes, 1937

Colorado River Delta

Aprox 800,000 hectars

  • f wetlands
slide-4
SLIDE 4

Colorado River Delta formation process

  • Deposits of marine sediments due to sea transgressions.
  • Continental sediment deposits from Colorado River.
  • Actual delta’s crest was probably constructed during

middle Pliocene.

  • Divided the delta in two areas.

– Salton basin to the north – Colorado delta to the south in connection with Gulf of California

  • Discharge to the Gulf but ocasionally veered to the

northwest discharging to Salton basin (last time was at the begining of the XX century)

slide-5
SLIDE 5

Data from The Colorado River at the Southerly International Boundary (USGS gage 09522200; 1950–2018)

slide-6
SLIDE 6

Colorado River Hydrograph:

natural vs controled flows

slide-7
SLIDE 7

Colorado River Hydrograph:

natural vs pulse flow 2014

Modified from Mueller et al, 2017

slide-8
SLIDE 8

Colorado River Courses

Modified from Mueller et al, 2017

slide-9
SLIDE 9

Extracted Volume (X106 m3/año) Groundwater depth(m) Colorado River discharge (X106 m3/año)

400 500 600 700 800 900 1,000 1,100 1,200

  • Vol. Explotado

(X106m3/año)

5,000 10,000 15,000 20,000 1955 1960 1965 1970 1975 1980 1985 1990 1995 2000 Tiempo (años)

Escurrimientos Río Colorado (X106 m3/año)

4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00

  • Prof. Nivel Estático (m)

From Ramirez-Hernández, 2004

slide-10
SLIDE 10

Valle de Mexicali aquifer

Groundwater level contours for 1972 Black dashed = measured red = modelled

Taken from Rodríguez-Burgueño, 2012

slide-11
SLIDE 11

Aquifer wells field

Taken from Rodríguez-Burgueño, 2012

Source: CONAGUA Wells location

slide-12
SLIDE 12

Groundwater level contour composition with data from: Lesser, 2006 USBR, 2015

Valle de Mexicali and Yuma aquifers

Taken from Kennedy, Rodriguez-Burgueño and Ramírez-Hernández, 2017

slide-13
SLIDE 13

Groundwater Drawdown along CR

Modified from Ramírez-Hernández et al., 2018•

slide-14
SLIDE 14

Imperial aquifer

Imperial ,1960-1965 before AAC and Coachella canal lining IID (2002)

slide-15
SLIDE 15

90% of water is producing in the upper basin section.

Yuma aquifer

From Yuma, 1965 from Olmsted et al. (1973)

slide-16
SLIDE 16

Delta Geohidrological System

Taken from Ramírez-Hernández, 2019 under review.•

Water level countors composition:

  • Coachella Valley from

Swain (1978)

  • Imperial ,1960-1965

before AAC and Coachella canal lining IID (2002)

  • Yuma, 1965 from

Olmsted et al. (1973)

  • Mexicali, 1972 from

Díaz-Cabrera (2001)

slide-17
SLIDE 17

Recharge and extraction are dinamic in all the system Groundwater monitoring

Aquifer sustainability

Water recharge = water extraction

slide-18
SLIDE 18

Principal remarks

  • Colorado river is no longer the water source
  • Recharge is due mainly because infiltration from irrigation

channels, return of irrigation water and horizontal flows.

  • Efforts for reducing ag volumes because of pressure of
  • thers sectors (outside the basin) are reducing the recharge.
  • Water balance must define water exploitation politics in
  • rder to reach a sustainable use of water.
  • Actually there is no data to evaluate the recharge.
  • The delta groundwater system must be managed in a

integrate way

slide-19
SLIDE 19

(May 12, 2014)

Thanks…

(March 23, 2014) (March 27. 2014)

BEFORE AFTER DURING

slide-20
SLIDE 20

Aquifer actual situation

  • Water abstraction

– Water pumping is not measured – SLRC valley increased volume

  • Water recharge

– Vertical recharge is dimishing by channel linning (i.e. AAC) – Optimization of irrigation water volume – Water transfer out of the basin