Susanna Glaze, Bobby Creel, and Christopher Brown New Mexico State University 2009 AWRA Spring Specialty Conference 4-6 May 2009 - Anchorage, Alaska
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Susanna Glaze, Bobby Creel, and Christopher Brown New Mexico State University 2009 AWRA Spring Specialty Conference 4-6 May 2009 – Anchorage, Alaska
Outline Introduction to general water resources issues in Las Cruces, NM I f on climate Info li t change h anddN New MMexico i Area of investigation and research questions Data and methods Anticipated results
Background Water resources in the American Southwest y On the whole, an arid region y Sensitive to droughts and shortages y Water often over- allocated y Population growth creating further demand
Las Cruces, Cruces NM Population p 86,268 , (as ( of 2006) y Increase of 17.3% since 2000 Arid – receiving only 8 -8 8 ½” ½ annually y Most precipitation occurring during summer monsoon Prone to summer floods y Primary culprits: ○ Rio Grande (tamed by the Rio Grande Project of mid 1900s) ○ Side channels and arroyos
Climate Change Increasing carbon dioxide levels are causing warming and drying in the A American i S Southwest h y Process is already underway Added stress placed on water resources Profound impacts will occur in manyy areas
Climate Change From the University y of Arizona Department p of Geosciences Environmental Studies Laboratory.
Climate Change From the University y of Arizona Department p of Geosciences Environmental Studies Laboratory
Climate Change in New Mexico Rising temperatures Changes in snowpack Changes in water volume Earlier peak flows Warmer winters Hotter summers Increase in evaporation and evapotranspiration More precipitation occurring as rain, less as snow Increase in intensity of extreme weather events
Climate Change and Flooding “When When it rains it pours!” pours! Increased frequency and intensity of summer monsoon storms ○ More precipitation falls in a shorter time span ○ Larger amounts of runoff ○ Flashier, more severe urban flooding
Climate Change and Flooding Hatch, NM 2006 From sarcher.nmsu.edu
Climate Change and Flooding Compounding Factors y Urban Development ○ Impervious surface ○ Causes higher peak runoff ○ Higher volume of runoff ○ Faster F t flow fl y Aging Infrastructure y Sediment From Leopold 1968
Climate Change and Flooding 100 year and 500-year 100-year 500 year flood levels may need adjustment y Currently based on historic climate data Flood control structures may require upgrade y Some already degraded due to age
From NM WRRI
From City of Las Cruces
Research Questions How will rainfall intensity and periodicity change in Las Cr ces under Cruces nder climate change? If there is an increase in rainfall intensity, how will it affect flooding dynamics? Will we see more flood events events, higher stages, storm hydrographs exceeding channel capacity, or all of the above? Can the current flood infrastructure accommodate potential future increases in runoff due to climate change and land-use change? What changes or improvements should be made to allow infrastructure to accommodate projected future flood flows?
Methods & Data Based on a framework created by Catherine Denault, Robert G. Millar, and Barbara J. Lence in 2006 y “Assessment of Possible Impacts of Climate Change in an Urban Catchment.” ○ Journal of the American Water Resources Association 42(3): 685-697.
Methods & Data Analyze y past p rainfall intensity y for trends y Data needed: ○ Rainfall R i f ll iintensity t it ddata t ffor diff differentt durations (5min, 10min, 15min, 1hr, etc) for Las Cruces ○ Data D t should h ld cover enough h titime tto ensure statistically significant results ○ Only summer monsoon data will be usedd y Linear regression will be used to test for trends
Methods & Data Extrapolate to the future y Any trendlines of statistical significance will be used to create f t future Intensity-Duration- I t it D ti Frequency (IDF) curves y Linear regression will be used to extrapolate to two future years, 2025 and 2050. y IDF curves willill b be used d tto create t future synthetic storms to be modeled in SWMM
Methods & Data SWMM5 y EPA’s StormWater Management Model y Used to model storm runoff in an urban setting y Uses topography, g y sewer system y layout, y soil attributes, slope, and land use change data y Can model single events or long term changes h
Methods & Data Synthetic storms created from trendlines found will be used in SWMM Simulations will be ran SWMM will pinpoint which structures will be able to accommodate increases increases, which will fail
Anticipated Outcomes Trendlines of statistical significance are expected to be found Future rainfall scenarios will cause “flashier” floods Some structures will pass pass, some will fail
Acknowledgements Funding provided by Vice President of Research, New Mexico State University Graduate Research Enhancement Program and NM Water Resources Research Institute
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