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Karina Y. Gutiérrez-Jurado Email: [email protected] Cell: 575-650-1640 EXPERTISE: Natural Resources Management, Hydrology, Ecology, Irrigation and Drainage, Environmental Services. Portfolio

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Page 1: portfolio

Karina Y. Gutiérrez-JuradoEmail: [email protected] ∙ Cell: 575-650-1640

EXPERTISE: Natural Resources Management, Hydrology, Ecology, Irrigation and Drainage, Environmental Services.

Portfolio

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• WATER BUDGETS AND SURFACE WATER-GROUNDWATER INTERACTIONS OF IRRIGATED FARMS IN NORTHERN NEW MEXICO

Two year research to assess farm water budgets for semiarid

irrigated floodplains in Northern New Mexico to characterize the

surface water-groundwater interactions of acequia systems.

Deployment of soil water sensors to calculate change in soil water storage

Installation and automation of piezometers to monitor shallow groundwater level

Installation and automation of open channel flow measuring devices (flumes) to determine irrigation

Collection and analysis of soil samples to determine soil properties

Collection and analysis of meteorological data to calculate potential evapotranspiration

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DETAILED EXPERIMENTAL DESIGN

Tail water

Irrigation ditch

River

Acequia

I r r i g a t e d A r e a

Water flow Monitoring well Soil station Weather station S-M Flume Ramp Flume

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SOIL MONITORING STATION DETAILED DIAGRAM

S o

i l

S

a m

p l

e s

10 cm

30 cm

80 cm

50 cm

Monitoring Well

Water level logger

Pressure Transducer

Datalogger station

S o i l W a t e r S e n s o r s

Irrigation FlowCS450 Pressure transducer

Water level logger

Hydra probes II,

Datalogger model CR100

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RESULTS

Apr-01 May-13 Jun-24 Aug-05 Sep-16 Oct-28

Wa

ter

leve

l e

leva

tio

n (

m a

bo

ve

se

a le

ve

l)

2276

2278

2280

2282

0

10

20

0

10

20

Effective root zone = 60 cm

Total water application (cm)

Estimated DP (cm)

South Well Middle Well North Well

1) 1) 1) 2) 1) 2) 2) 1) 2) 2) 1) 2) 1) 1) 2)

Groundwater response - RH

• Deep percolation (DP) accounted for the highest amount of irrigation water. • A rapid response of the shallow groundwater to DP was observed for all irrigation

events• The connectivity observed between surface water and groundwater in these

systems produced a transient shallow groundwater recharge• Results suggested that shallow groundwater flows towards the river. • Findings support the theory that acequia systems could function as temporary

hydraulic reservoirs

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• PASSIVE WICKET LYSIMETER EXPERIMENT

Dataloggerstation

Pressuretransducer

Pressuretransducer

Drain gauge CollectorE f f e c t I v e R o o t Z o n e

Conducted a experiment to

measure deep percolation

through the installation of a

passive wicket lysimeter on

agricultural fields in northern

New Mexico

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Conducted infiltration experiments evaluate the efficiency of previously installed

passive wicket lysimeter and monitor the response of soil water sensors

Drain gauge Collector

Soil sensor

S o i l S u r f a c e

Monitoring Well

Pressure transducerNail

Infiltrometer Ring

• INFILTRATION EXPERIMENT DIAGRAM SETUP

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Conducted soil moisture measurements using the

Hydrosense II soil-water sensor on agricultural

experimental fields to support the water balance

method calculations.

I r r i g a t e d F i e l d

100

m

350 m

10 m

30 m

50 m

70 m

90 m

30 m

50 m

70 m

90 m

110 m

130 m

150 m

170 m

190 m

210 m

230 m

250 m

270 m

290 m

310 m

330 m

350 m

250 m 100 m

Reference Nail Imaginary Grid Soil Moisture Zone Soil Monitoring station

• SOIL MOISTURE GRID SAMPLING

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• ACEQUIA DITCH SEEPAGE EXPERIMENT

Conducted a seepage experiment on acequia ditches in two watersheds

in northern New Mexico.

Installation and automation of open

channel flow measuring devices

(flumes) to determine differences in

flow on a selected ditch transect

Perform ditch flow measurements to

support automated readings

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• LABORATORY ANALYSIS

Conducted lab analysis on soil samples from the experimental fields to

determine soil properties

Determined soil particle distribution by the hydrometer method (Gee and

Bauder, 1986)

Determined bulk density using the core method (Blake and Hartge, 1986)

Determine soil moisture content by the gravimetric method

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• SKILLS GAINED

Project design and development

Soil and water sampling and analysis

Hydrological, meteorological and soil instrumentation and monitoring such as:• G3 Passive capillary lysimeter, Decagon Devices, Inc.• CS450 Pressure transducer , Campbell Scientific, Inc.• Water level logger model HOBOU20-001-01, Onset Computer, Corp.• Soil water content sensor model Hydra probes II, Stevens Water Monitoring

Systems, Inc. and Hydrosense II soil-water sensor, Campbell Scientific, Inc.• Datalogger models CR200, CR10x, CR1000, Campbell Scientific, Inc.• Current velocity meter, Swwofer instruments, Inc.• Water level indicator, Durham Geo Enterprises, Inc.

Datalogger programing and troubleshoot• Loggernet 4.1 and HOBOware PRO 3.4.

Field data collection

Comprehensive data analysis