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LESSONS LEARNED FROM EVALUATING LESSONS LEARNED FROM EVALUATING NAVAJO NATION SURFACE WATER NAVAJO NATION SURFACE WATER MEASUREMENT AND MONITORING MEASUREMENT AND MONITORING
SYSTEMSYSTEM
AREGAI TECLEAREGAI TECLE (Northern Arizona University, (Northern Arizona University, Flagstaff, AZ), Flagstaff, AZ), Gregg GarfinGregg Garfin (University of Arizona, (University of Arizona, Tucson, AZ), Tucson, AZ), Diana Anderson and Paul Heinrich Diana Anderson and Paul Heinrich (Northern Arizona University, Flagstaff, AZ), and (Northern Arizona University, Flagstaff, AZ), and John Leeper and Jolene Tallsalt-Robertson John Leeper and Jolene Tallsalt-Robertson (Navajo (Navajo Department of Water Resources, Fort Defiance, Department of Water Resources, Fort Defiance,
AZ.AZ.Little Colorado River Watershed Little Colorado River Watershed
Coordinating Council,Coordinating Council,Second Annual Winter Watershed Second Annual Winter Watershed
ConferenceConferenceShow Low,Show Low, ArizonaArizona
January 28-30, 2009January 28-30, 2009
PRESENTATION PRESENTATION INCLUDES:INCLUDES:
Purposes for surface water Purposes for surface water measurement and monitoringmeasurement and monitoring
Measurement devices or Measurement devices or approachesapproaches
Data typesData types Methods of data retrieval or Methods of data retrieval or
collectioncollection State of Navajo Nation stream State of Navajo Nation stream
flowflow measurementmeasurement ConclusionsConclusions Some recommendationsSome recommendations
STREAM WATER COMES STREAM WATER COMES FROM SURFACE AND FROM SURFACE AND SUBSURFACE SOURCES. SUBSURFACE SOURCES.
PRECISE MEASUREMENT PRECISE MEASUREMENT OF THE STREAM OF THE STREAM DISCHARGE RATE IS DISCHARGE RATE IS NEEDED TO ACCURATELY NEEDED TO ACCURATELY ESTIMATE THE TOTAL ESTIMATE THE TOTAL AMOUNT OF WATER AMOUNT OF WATER LEAVING A WATERSHED. LEAVING A WATERSHED.
Kinlichee CreekKinlichee Creek gaugegauge
GENERAL DATA INADEQUACY GENERAL DATA INADEQUACY CONCERN CONCERN
There are major concerns or perils due to absence, or inadequate, or reduced monitoring of the Nation’s streams and rivers (New York Times, April 11, 2006)
There are many reasons for the need to know the amount and rate of stream flow.
Flooding in Wisconsin on 6/9/2008
OVERARCHING REASONS FOR ACCURATE MEASUREMENT AND
MONITORING SURFACE WATER IN
THE NAVAJO NATION Protect & manage Navajo
Nation surface water resources for economic, social, cultural and spiritual benefits of the Nation
Improve the Nation’s capacity to monitor, plan and manage extreme hydrologic conditions (drought & flooding)
Flooding in Wisconsin on 6/9/2008
SPECIFIC PURPOSES FOR SPECIFIC PURPOSES FOR STREAM FLOW STREAM FLOW MEASUREMENTMEASUREMENT To enhance public safety by providing data To enhance public safety by providing data
for forecasting and managing flood events for forecasting and managing flood events To delineate and manage flood plainsTo delineate and manage flood plains To characterize current water-quality To characterize current water-quality
conditions conditions To operate and design multipurpose To operate and design multipurpose
reservoirs reservoirs
- For domestic and agricultural water - For domestic and agricultural water supplysupply
- For flood control - For flood control
- For energy generation - For energy generation
- Recreation and wildlife habitat - Recreation and wildlife habitat To design highway bridges and culverts To design highway bridges and culverts
SPECIFIC PURPOSES FORSPECIFIC PURPOSES FOR STREAM FLOW MEASUREMENT –STREAM FLOW MEASUREMENT –
Cont.Cont. To set minimum flow requirements to To set minimum flow requirements to meet meet aquatic life goals (spawning area, food aquatic life goals (spawning area, food source, source, migration paths of fish and other migration paths of fish and other wildlife) wildlife) To monitor compliance with minimum To monitor compliance with minimum flow flow requirementsrequirements To develop or operate recreation To develop or operate recreation facilities facilities To allocate water for municipal, To allocate water for municipal, industrial, industrial, and agricultural usesand agricultural uses To determine impacts of phreatophyte To determine impacts of phreatophyte water water consumptionconsumption To evaluate surface- and ground-water To evaluate surface- and ground-water interactionsinteractions To facilitate long-term scientific To facilitate long-term scientific studies of any studies of any changes in the hydrologic cyclechanges in the hydrologic cycle
DIFFERENT WAYS OF DIFFERENT WAYS OF MEASURING SURFACE MEASURING SURFACE
WATER FLOWWATER FLOW
STREAMFLOW MEASURING DEVICESSTREAMFLOW MEASURING DEVICES
Flume used for small Flume used for small stream flow stream flow measurementsmeasurements
Various parts of a Various parts of a stilling well: left stilling well: left figure showing figure showing most appropriate most appropriate location by a location by a bridge to ensure bridge to ensure channel stability; channel stability; right figure shows right figure shows the different parts the different parts of a stilling well.of a stilling well.
Structure of a Parshall flumeStructure of a Parshall flume Structural example of a V-Structural example of a V-notch weirnotch weir
STREAM FLOW MEASURING STREAM FLOW MEASURING DEVICES - ContinueDEVICES - Continue
Pressure transducerPressure transducer – installed – installed submerged in the flow channel useful for submerged in the flow channel useful for long-term measurement and operation long-term measurement and operation (may also be used with no cable as (may also be used with no cable as battery-operated)battery-operated)
Radar level sensor – non contact Radar level sensor – non contact measurement of water surface, mostly measurement of water surface, mostly used for long-term operation and used for long-term operation and measurement (sensitive to disturbance)measurement (sensitive to disturbance)
Utrasonic water level sensorUtrasonic water level sensor – non- – non-contact measurement of water contact measurement of water surface elevation used for long term surface elevation used for long term operation and monitoring (sensitive to operation and monitoring (sensitive to disturbances)disturbances)
Electromagnetic Electromagnetic current metercurrent meter – – advantageous in advantageous in channels where channels where fouling fouling mechanical mechanical sensors is sensors is problematicproblematic
STREAM FLOW MEASURING STREAM FLOW MEASURING DEVICES - ContinueDEVICES - Continue
Mechanical (Mechanical (PygmyPygmy) current meter for ) current meter for infrequent flow measurement – vertical infrequent flow measurement – vertical axisaxis
Mechanical current meter – Mechanical current meter – horizontal axishorizontal axis
Current meter – Current meter – acoustic acoustic doppler doppler velocity meter velocity meter – used for – used for infrequent non-infrequent non-continuous continuous water velocity water velocity measurement measurement (has high (has high accuracy)accuracy)
Price pigmy Price pigmy stream flow stream flow measuring measuring device –done device –done from a from a suspended suspended position.position.
STREAM FLOW MEASURING STREAM FLOW MEASURING DEVICES - Cont.DEVICES - Cont.
Ultrasonic velocity with water level Ultrasonic velocity with water level transducer –current meter. It is typically transducer –current meter. It is typically mounted in the channel bottom and mounted in the channel bottom and measures water surface elevation and measures water surface elevation and vertically-integrated velocity in small vertically-integrated velocity in small channels.channels.
Bubble manometer – the Bubble manometer – the manometer shelter can be manometer shelter can be located at a distance from located at a distance from the water’s edge in a safe the water’s edge in a safe location and the orifice may location and the orifice may be easily moved to follow be easily moved to follow changing stream channel. changing stream channel. Gas bubbles keep the orifice Gas bubbles keep the orifice from getting covered by from getting covered by sedimentsediment
Microwave water Microwave water surface velocity surface velocity gage – useful for gage – useful for water surface water surface velocity velocity measurement measurement during high stage during high stage floodsfloods..
Remote hydrologic Stations
GOES
Wallops, VirginiaCommand and DataAcquisition Center
DOMSAT
User Operations
( Internet )
Stage
After Chris Smith, USGS (2008)After Chris Smith, USGS (2008)
DATA TYPESDATA TYPES
Snow water Snow water equivalentequivalent
Stream flow dataStream flow data
- Stage height- Stage height
- Event stream flow - Event stream flow rate rate
or discharge rate or discharge rate
- Cumulative or total - Cumulative or total
stream flow stream flow amountamount
SOURCES OF INFORMATION SOURCES OF INFORMATION USED IN THIS USED IN THIS
PRESENTATIONPRESENTATION On-site examination of stream On-site examination of stream
flow flow gaging sites and instrumentsgaging sites and instruments
Relevant literature reviewRelevant literature review Interview of relevant personnel Interview of relevant personnel
(NNDWR, USGS and NWS)(NNDWR, USGS and NWS) Historical data acquisitionHistorical data acquisition Evaluation of NNDWR stream Evaluation of NNDWR stream
flow data collection, reporting, flow data collection, reporting, communication, and integration communication, and integration needsneeds
Comparing data from USGS and Comparing data from USGS and NDWR operated gaugesNDWR operated gauges
Aggregate Annual SWE for Chuska Mtns 1985-2006 (Data: NNWMB, 2006)
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SW
E (
in)
Aggregate Annual SWE (sites >8,000ft)Aggregate Annual SWE (sites<8,000ft)
CHUSKA AGRICULTURE CASE CHUSKA AGRICULTURE CASE STUDYSTUDY
Observed Changes:Observed Changes: Decreased snow, soil moisture, and Decreased snow, soil moisture, and irrigation supply since 1999 – irrigation supply since 1999 – Cessation of farmingCessation of farming
Rachael Novak, CLIMAS and Univ. Arizona Geosciences
STREAMFLOW MEASUREMENT STREAMFLOW MEASUREMENT TYPES TYPES
Stage heightStage height – height of the water in a stream – height of the water in a stream above a certain baseline in feet or meter. above a certain baseline in feet or meter.
Stream flow or dischargeStream flow or discharge – is volume flow of – is volume flow of water (in cubicwater (in cubic
Feet or meter cubic) moving past a cross-section of a Feet or meter cubic) moving past a cross-section of a stream during a specific period of time (in seconds), stream during a specific period of time (in seconds), hence the rate of discharge is cubic feet per second.hence the rate of discharge is cubic feet per second.
Rating curveRating curve – A graphical representation of the – A graphical representation of the relationship between the stage height and the relationship between the stage height and the discharge rate of a stream flow.discharge rate of a stream flow.
Crane, Crane, current current meter, and meter, and weight used weight used to measure to measure the stream the stream flow rate flow rate from a from a bridge.bridge.
River bedRiver bed
OBSERVATIONS OBSERVATIONS ON OPERATIONAL ON OPERATIONAL STREAM GAGES STREAM GAGES
AND ASSOCIATED AND ASSOCIATED DATADATA QUALITY IN QUALITY IN
THE NAVAJO THE NAVAJO NATIONNATION Black
Creek
CHARACTERISTICS THAT CHARACTERISTICS THAT INFLUENCE INFLUENCE
DATA QUALITY AND DATA QUALITY AND RELIABILITYRELIABILITY INSTRUMENT RELIABILITYINSTRUMENT RELIABILITY
INSTRUMENT MAINTENANCEINSTRUMENT MAINTENANCE DATA HANDLING DATA HANDLING DATA PROCESSING DATA PROCESSING DATA ACCESSIBILITY DATA ACCESSIBILITY
(Location)(Location) SPATIAL DISTRIBUTION AND SPATIAL DISTRIBUTION AND
REPRESENTATIVENESS OF REPRESENTATIVENESS OF DATADATA
KNOWLEDGEABLE AND KNOWLEDGEABLE AND DEDICATED PERSONNEL DEDICATED PERSONNEL AVAILABILITY AVAILABILITY
MAINTENANCE OF FACILITYMAINTENANCE OF FACILITY
Captain Tom Captain Tom wash gagewash gage
Gages are concentrated mainly on Gages are concentrated mainly on streams draining the Chuska streams draining the Chuska Mountains, which is a small part of the Mountains, which is a small part of the Navajo NationNavajo Nation..
BLACK CREEKBLACK CREEK:: GAGE GAGE CONDITIONCONDITION
Instrument has been operating continuously, however,Instrument has been operating continuously, however,data recording has been interrupted a number of timesdata recording has been interrupted a number of times
Sediment accumulationSediment accumulation
Concerns with the Concerns with the gaging stationgaging station
Channel invasion by Channel invasion by Exotic vegetation Exotic vegetation
Channel bed Channel bed sediment sediment accumulationaccumulation
Channel Channel aggredation & aggredation & degradationdegradation
Stilling well & vegetationStilling well & vegetation
OctNovDec Jan Feb Mar Apr May Jun Jul Aug Sep
2003 20
04 2005 20
06
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4500T
otal
mo
nth
ly s
trea
m d
isch
arg
e (i
n c
fs) 4000-4500
3500-4000
3000-3500
2500-3000
2000-2500
1500-2000
1000-1500
500-1000
0-500
BLACK CREEK STREAMFLOW CHARTBLACK CREEK STREAMFLOW CHART
ASSAYI CREEKASSAYI CREEK: : GAGE GAGE CONDITIONCONDITION
Concerns with Assayi Creek gageConcerns with Assayi Creek gage
1.1. Invasion by vegetation 3. Data have not been Invasion by vegetation 3. Data have not been regularlyregularly
2.2. Sediment accumulation taken and processedSediment accumulation taken and processed
June 2007June 2007
ASSAYI CREEK DATA ASSAYI CREEK DATA
Assayi Creek Sporadic Stream Flow Measurement
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Years of record
Str
ea
m f
low
ra
te (
in c
fs)
Stage height versus Stream flow rate for Assayi Creek
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1
2
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5
6
0 10 20 30 40 50 60 70 80 90
Stream flow rate (in cfs)
stag
e h
eig
ht
(in
fee
t)
The graph on the left shows sporadic The graph on the left shows sporadic stream flow data while the dotted graph stream flow data while the dotted graph on the right shows stage-discharge on the right shows stage-discharge relationship of the recorded data. The relationship of the recorded data. The chart shows little flows for high stage chart shows little flows for high stage which may be due to errors in data which may be due to errors in data recording or instrument reading or due to recording or instrument reading or due to large amount of sediment accumulation.large amount of sediment accumulation.
Note stream bed Note stream bed
sediment accumulationsediment accumulation
CHINLE CREEK:CHINLE CREEK: GAGE GAGE CONDITIONCONDITION
Stilling well
CHINLE CREEKCHINLE CREEK: : GAGE GAGE CONDITION-ContCONDITION-Cont
Three major concerns are apparent in this gauging station: Three major concerns are apparent in this gauging station: 1) stream braiding resulting in most of the flow taking place 1) stream braiding resulting in most of the flow taking place away from the gauge, 2) lots of sediment accumulation and away from the gauge, 2) lots of sediment accumulation and 3) stream bottom plant and tree growth 3) stream bottom plant and tree growth
The consequences of these The consequences of these
conditions are both under and conditions are both under and over estimation of stream flowover estimation of stream flow
streambed vegetation streambed vegetation invasioninvasion
Flow a way from Flow a way from gagegage
CHINLE CREEK DATACHINLE CREEK DATA
Chinle Creek stage height versus stream flow rate
0
0.5
1
1.5
2
2.5
3
0 50 100 150 200 250 300 350 400 450
Stream flow rate (in cfs)
Sta
ge
hie
gh
t (i
n f
t)
Chart of sporadic flow rate data for Chinle Creek
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50
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250
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450
1995
1995
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1996
1996
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1997
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1999
1999
1999
1999
1999
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2001
Years data were taken
Str
eam
flo
w r
ate
(in
cfs
)
The graph on the left hand side shows the The graph on the left hand side shows the sporadic nature of the data collected form the sporadic nature of the data collected form the gage at Chinle, and there is little one can do with gage at Chinle, and there is little one can do with such data. The dotted graph of stage-discharge such data. The dotted graph of stage-discharge relationship on the right shows low correlation relationship on the right shows low correlation between the two forms of stream flow between the two forms of stream flow measurement, which reflects the channel measurement, which reflects the channel problem.problem.
WHEATFIELDS CREEKWHEATFIELDS CREEK: : GAGE CONDITIONGAGE CONDITIONStream flow record at Wheatfieklds gauging station
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2006
2007
Years in which stream flow rate records were taken
Str
eam
flo
w r
ate
(in
cfs
)
Stage-discharge relationship of stream flow at Wheatfield gauging station
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 20 40 60 80 100 120 140 160 180
Daily stream flow (in cfs)
Da
ily
sta
ge
he
igh
t (i
n f
ee
t)
The higher correlation between The higher correlation between stage and discharge at low flows stage and discharge at low flows comopared to at higher flows is comopared to at higher flows is reflective of the stream cross-reflective of the stream cross-section. It is stable near the bottom section. It is stable near the bottom of the stilling well but have of the stilling well but have vegetation at higher level.vegetation at higher level.
TheThe gauge is in a stable cross-section. However there is a great deal of vegetation invasion above the bankful stage to affect the accuracy of a stream flow measurement. As in the other gages, we do not have a continuous record to make much sense of the data.
LUKACHUKAI CREEKLUKACHUKAI CREEK: : GAGE CONDITIONGAGE CONDITION
Stage-discharge relationship at Lukachukai Creek
0
0.5
1
1.5
2
2.5
3
0 10 20 30 40 50 60
Stream flow discharge rate (in cfs)
Str
eam
flo
w s
tag
e (i
n f
t)
Observe the Observe the tremendous tremendous amount of amount of sediment sediment accumulation accumulation along the along the stream bed. stream bed. There is also There is also plenty of plenty of vegetation vegetation growth along growth along the stream bed.the stream bed.
Stream flow record at Wheatfieklds gauging station
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1989
1990
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2003
2003
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2004
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2007
Years in which stream flow rate records were taken
Str
eam
flow
rat
e (in
cfs
)
The order less The order less scatter of the stage-scatter of the stage-discharge discharge relationship points relationship points on the right hand on the right hand side graph shows side graph shows the poor gaging the poor gaging station condition. station condition. Large sediment Large sediment accumulation and accumulation and in-channel in-channel vegetation growth vegetation growth give a false high give a false high stage height.stage height.
As with the data from the other gauging stations those from As with the data from the other gauging stations those from Lukachukai Creek have not followed proper protocol to provide any Lukachukai Creek have not followed proper protocol to provide any important information on the stream flow nor can they be used in important information on the stream flow nor can they be used in any modeling or decision-making process. any modeling or decision-making process.
CAPTAIN TOM WashCAPTAIN TOM Wash: : GAUGE GAUGE CONDITIONCONDITION
Stream flow rate record chart at Captain Tom Creek
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20
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140
1989
1991
1993
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2003
2003
2004
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2006
2006
Yearsin which stream flow records were taken
Str
eam
flo
w r
ate
(in
cfs
)
Stage-discharge relationship at Captain Tom gauging station
0
0.5
1
1.5
2
2.5
3
0 20 40 60 80 100 120 140
Stream flow discharge rate (in cfs0
Str
ea
m f
low
sta
ge
he
igh
t (i
n f
t)
There are lots of boulders in the stream cross-There are lots of boulders in the stream cross-section where the stilling well is located. We section where the stilling well is located. We could also see the sediment accumulation could also see the sediment accumulation inside the stilling well. These along with the inside the stilling well. These along with the vegetation in the stream can affect the vegetation in the stream can affect the reliability of the flow data significantly. They reliability of the flow data significantly. They need to be cleaned.need to be cleaned.
WHISKEY CREEKWHISKEY CREEK: : GAUGE CONDITIONGAUGE CONDITIONStream flow record chart from Whiskey Creek gauging station
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Years in which stream flow measurements were taken
Dai
ly s
trea
m fl
ow (i
n cf
s)
Stage-discharge relationship at Whiskey Creek gauging station
0
0.5
1
1.5
2
2.5
3
0 20 40 60 80 100
Daily stream flow rate (in cfs)
Dai
ly g
age
heig
ht (i
n ft
)
The flume in this The flume in this station has some station has some vegetation growth vegetation growth problems, but it is problems, but it is relatively in good relatively in good condition. The condition. The stage-discharge stage-discharge data on the right data on the right shows this shows this relatively good relatively good condition.condition.
This is one of Navajo This is one of Navajo Nation’s Safety of Dams Nation’s Safety of Dams automated stations that automated stations that provide real-time data to provide real-time data to protect lives and protect lives and property.property.
Where gaged stream Where gaged stream channels are stable and channels are stable and well maintained, long-well maintained, long-term data can be term data can be generated to forecast generated to forecast extreme hydrological extreme hydrological events such as drought events such as drought and flood periods.and flood periods.
TSAILETSAILE CREEKCREEK
Detail of the state-of-the-art automated streamgage and weather Station instrumentation at Tsaile Creek.
TSAILETSAILE CREEKCREEK
TSAILETSAILE CREEK CREEK DATADATA
Stage-discharge relationship at Tsaile stream gauging station
0
0.5
1
1.5
2
2.5
3
3.5
0 20 40 60 80 100 120 140
Stream flow rate (in cfs)
Sta
ge h
eigh
t (in
ft)
Stream flow rate chart at Tsaile
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Years in which stream discharge were recorded
Str
eam
flo
w r
ate
(in
cfs
)
The measured stream flow record for the The measured stream flow record for the gage at Tsaile is sporadic like those in gage at Tsaile is sporadic like those in most of the other NNDWR-operated most of the other NNDWR-operated gages. However the condition of the gages. However the condition of the stream makes the stage-discharge points stream makes the stage-discharge points on the right look good. In this situation as on the right look good. In this situation as in others, there is a need for continuous in others, there is a need for continuous data collection and processing.data collection and processing.
KINLICHEE CREEKKINLICHEE CREEK: : GAUGE GAUGE CONDITIONCONDITION
Stream flow stage-discharge relationship at kinlichee Creek
0
0.5
1
1.5
2
2.5
3
0 20 40 60 80 100 120 140 160 180
Stream flow discharge rate (in cfs)
Str
eam
flo
w s
tag
e h
eig
ht
(in
ft)
Streamflow rate chart at Kinlichee Creek gauging station
0
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88
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Years stream flow rate measurement were taken
Str
eam
flo
w r
ate
(in
cfs
)
The gauge at kinlichee Creek is located under a bridge which is stable with no The gauge at kinlichee Creek is located under a bridge which is stable with no vegetation growth and little sediment accumulation. The effect can be see in the vegetation growth and little sediment accumulation. The effect can be see in the near-perfect stage-discharge relationship curve belownear-perfect stage-discharge relationship curve below
LITTLE COLORADO RIVER NEAR CAMEROON: LITTLE COLORADO RIVER NEAR CAMEROON: ANOTHER EXAMPLE OF A USGS-OPERATED ANOTHER EXAMPLE OF A USGS-OPERATED
STREAM GAUGESTREAM GAUGE
1948
1951
1954
1957
1960
1963
1966
1969
1972
1975
1978
1981
1984
1987
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1993
1996
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2002
2005
Jan May S
ep
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Str
ea
m f
low
ra
te (
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fs)
Years of record
Months
4500-5000
4000-4500
3500-4000
3000-3500
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2000-2500
1500-2000
1000-1500
500-1000
0-500
1947-2005 stream flow record in the Little
Colorado River near Cameron, Arizona
1947-2005 5-year running average of LCR discharge (in cfs) near Cameroon, Arizona
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1951
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Years of record
5-ye
ar r
un
nin
g a
vera
ge
stre
am f
low
(in
cfs
)
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100
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900
1948
1951
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1957
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Years of data record
Mo
nth
ly a
ve
rag
e s
tre
am
flo
w (
in c
fs)
Annual average stream flow (in cfs) of Little Colorado River near Cameron, Arizona
0
100
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600
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Months of the year
Mo
nth
ly a
vera
ge
stre
am f
low
(in
cfs
)
Monthly average stream flow (in cfs) of Little Colorado River near Cameron, Arizona
This is a long term data which can be manipulated to show different hydrologic conditions around the area of measurement. The graphs on the right hand side show wet and dry periods for 58 years, the upper one on a monthly basis in 3-D and below it is the bimodal monthly averages. The graphs to the left show the annual average (upper) and a 5-year running average (lower) showing a generally decreasing trend with time.
SAN JUAN RIVER SAN JUAN RIVER STREAM FLOW STREAM FLOW
CHARACTERISTICSCHARACTERISTICS
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00
Years of record
Str
eam
flo
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ate
(in
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)
A five year running average of stream flow rate (in
cfs) at San Juan River
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5000
6000
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Months of the year
An
nu
al a
vera
ge
stre
amd
low
(in
cfs
)
Monthly average hydrograph of 1978-2005 flow
rate at San Juan River (in cfs)
1978
1980
1982
1984
1986
1988
1990
1992
1994
1996
1998
2000
2002
2004
Jan
Mar May Ju
l
Sep N
ov
0
2000
4000
6000
8000
10000
12000
Str
eam
flo
w r
ate
(in
cfs
)
MonthsYears
10000-12000
8000-10000
6000-8000
4000-6000
2000-4000
0-2000
1979-2006 Stream flow of San Juan River in New Mexico near the border with the Navajo Nation
The San Juan River gage is operated by the The San Juan River gage is operated by the USGS. Compared to those operated by the USGS. Compared to those operated by the NNDWR, the data can be used for many NNDWR, the data can be used for many purposes. Here we use it to show the wet purposes. Here we use it to show the wet season in the lower right hand side and to season in the lower right hand side and to show the decreasing stream flow (or drying) show the decreasing stream flow (or drying) condition with time in the lower left hand condition with time in the lower left hand side. The 3-D figure to the right shows the side. The 3-D figure to the right shows the monthly average stream flow for 27 years. monthly average stream flow for 27 years. The figure also shows periods of high and low The figure also shows periods of high and low flows as well as its persistent unimodal flows as well as its persistent unimodal nature. We can also use the data for nature. We can also use the data for modeling water yield and peak flow or flood modeling water yield and peak flow or flood forecastingforecasting
STATION INSTALLATION AND STATION INSTALLATION AND RETENTION CRITERIARETENTION CRITERIA
There are many criteria to consider when installing or retaining a gauging station: These include:
Presence of population centers around or downstream of the station sites Present or future presence of reservoirs
downstream of the potential or existing station sites Value in the data for recreation and tourism
enterprises Present or potential presence of large irrigated
areas nearby the station Multiple versus single use of stations Potential for additional uses of the station Easy access to station location Proximity of station location to
telecommunications Location of station in a unique or important
ecosystem Station data reliability (are many data missing
from the station)
STATION INSTALLATION AND STATION INSTALLATION AND RETENTION CRITERIA-Cont.RETENTION CRITERIA-Cont.
Presence of high density stations in close proximity High potential for land ownership or
where the station becomes prone to vandalism Usefulness of station to wildlife
monitoring efforts High potential (or a history) of site for
high wildlife habitat disturbance Capability of station location, or the
length of station record to facilitate climate change monitoring Excessive cost of operating and
maintaining station Educational and research values of
station Possibility for area economic
development support of station
CURRENT DEVELOPMENT CURRENT DEVELOPMENT EFFORTSEFFORTS
Working with NAU AND UofA on hydroclimate data Working with NAU AND UofA on hydroclimate data acquisition capacity building acquisition capacity building
Collaborating with the USGS on stream gaging and Collaborating with the USGS on stream gaging and data collectiondata collection
Collaborating with NWS to acquire and locate Collaborating with NWS to acquire and locate
NOAA Weather Radio stations and other facilitiesNOAA Weather Radio stations and other facilities Continuous BIA funding and assistance to continue Continuous BIA funding and assistance to continue
develop weather, water, and climate data acquisition develop weather, water, and climate data acquisition and processing capacityand processing capacity
Collaborating with Corps of Engineers on watershed Collaborating with Corps of Engineers on watershed modelingmodeling
Collaboration with private companies and Collaboration with private companies and individuals as well as other federal and state individuals as well as other federal and state agenciesagencies
CONCLUDING REMARKSCONCLUDING REMARKS The condition of the different streams and the gauging The condition of the different streams and the gauging
facilities in the Navajo Nation and the data gathered from facilities in the Navajo Nation and the data gathered from those streams tell us many things.those streams tell us many things.
1.1. The stream gauges operated by the Navajo Nation are all The stream gauges operated by the Navajo Nation are all functioning, however,functioning, however,
2.2. The stream reaches where the gauges are located are not The stream reaches where the gauges are located are not well maintained to provide reliable datawell maintained to provide reliable data
- data are not gathered in a consistent and continuous - data are not gathered in a consistent and continuous manner and manner and even if they wereeven if they were
- - the data from most of the gages need proper the data from most of the gages need proper processing for any processing for any use in decision makinguse in decision making
3.3. The available gauges are concentrated in a very small The available gauges are concentrated in a very small portion of the Nation to represent the hydrologic portion of the Nation to represent the hydrologic conditions in the Navajo Nationconditions in the Navajo Nation
4.4. The main reasons for the problems are inadequate funding The main reasons for the problems are inadequate funding and shortage of manpower to properly operate existing and shortage of manpower to properly operate existing gages, install new ones, process and make data available gages, install new ones, process and make data available for various uses. for various uses.
5.5. Poor sampling leads to poor understanding of weather, Poor sampling leads to poor understanding of weather, water, and climate issues.water, and climate issues.
CONCLUDING REMARKS – Cont.CONCLUDING REMARKS – Cont.
6. Limits ability to help 6. Limits ability to help save lives and property.save lives and property.
7. Present gages are 7. Present gages are restricted to small restricted to small areas; data would be areas; data would be needed to represent needed to represent varying climatic, varying climatic, topographic and land topographic and land use areas use areas
8.8. Some gaging stations Some gaging stations are not in good shapeare not in good shape
9.9. Shortage of NWS Shortage of NWS retrievable climate data retrievable climate data for hydrologic for hydrologic forecasting purposesforecasting purposes
10. Data needed for various 10. Data needed for various development needs as development needs as indicated next.indicated next.
SOME RECOMMENDATIONSSOME RECOMMENDATIONS Since availability of accurate and reliable Since availability of accurate and reliable
stream flow data are important for the stream flow data are important for the various reasons stated previously, we various reasons stated previously, we recommendrecommend: :
1.1. That having adequate hydrological information be That having adequate hydrological information be a priority since many important situations such as a priority since many important situations such as accurate flood forecasting, proper reservoir accurate flood forecasting, proper reservoir operation, reliable estimation of agricultural and operation, reliable estimation of agricultural and domestic water supplies, drought management as domestic water supplies, drought management as well as satisfactory wildlife and ecosystem well as satisfactory wildlife and ecosystem maintenance and management depend on it;maintenance and management depend on it;
2.2. Obtain adequate funding for existing instrument Obtain adequate funding for existing instrument maintenance, personnel training and hiring new maintenance, personnel training and hiring new employees;employees;
3.3. Ensure that data gathered from existing gages are Ensure that data gathered from existing gages are properly processed and analyzed following properly properly processed and analyzed following properly protocol and make it available for others to use;protocol and make it available for others to use;
4.4. In the long-term, obtain funds for installing gauges In the long-term, obtain funds for installing gauges in streams that are not gauged at present.in streams that are not gauged at present.
RECOMMENDATIONS RECOMMENDATIONS – Cont.– Cont.
5. Enhance data communication – telemeter data in near real-time – this will enhance usability and quality control;
6.6. Incorporate Navajo Nation data with USGS Incorporate Navajo Nation data with USGS data to provide reliable forecasting system;data to provide reliable forecasting system;
7.7. Develop a collaborative effort among local Develop a collaborative effort among local (Navajo) and relevant state and federal (Navajo) and relevant state and federal agencies to work together to ensure agencies to work together to ensure availability of needed hydrological availability of needed hydrological information for various uses;information for various uses;
8.8. Develop ecosystem-based and Develop ecosystem-based and multiobjective water resources multiobjective water resources management.management.
THANK THANK YOUYOU