Effects of climate variability on hydrological processes in Marmot Creek: Approach and Challenges Evan Siemens and Dr. John Pomeroy Centre for Hydrology,

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Presentation transcript:

Effects of climate variability on hydrological processes in Marmot Creek: Approach and Challenges Evan Siemens and Dr. John Pomeroy Centre for Hydrology, University of Saskatchewan

Introduction  Effect of variability in climate on the water balance is very important in basin hydrology  The water balance is governed by the major hydrological processes operating in a basin, which are influenced by climate  Harder and Pomeroy show that Marmot Creek hydrology is changing, but do not show causal links with basin hydrology  Need to explain how climate variability is affecting hydrological processes, water balance and ultimately streamflow

 Overall objective is to relate changes in hydrological processes over a basin and their effect on stream flow to climate variability  Two main objectives: 1.Model the processes governing the water balance over the last 50 years. 2.Describe changes in the water balance in relation to variability in the basin’s climate. Objectives

 Cold Regions Hydrological Model  Modelling platform which can be used to simulate hydrological processes  Precipitation phase and redistribution  Evapotranspiration  Snow sublimation  Snowmelt  Change in storage  Runoff CRHM

 Meteorological data set from the 1960’s to the 1980’s and more recent data set ( ) for calculating hydrological processes  Data includes:  Precipitation  Air temperature  Wind speed  Relative humidity Methodology – Data Set

 Three stages of data:  Historical data ( ) includes scanned data from Alberta Forestry that is daily, as well as hourly, depending on the meteorological site and time  The Gap ( ) – no meteorological data collected in the basin  Current data ( ) including Fisera ridge, Upper clearing/forest, Vista view, etc..  Hourly measurements that form a tested and modelled data set  Also streamflow measurements from Water Survey Canada at the outlet of the basin that run consistently from 1960’s to 2012

 Historical data ranging from  Three main stations: Twin 1, Confluence 5, Cabin 5  Hourly data recorded for  Temperature  Relative Humidity  Wind  Daily recorded data for  Temperature (Max/Min)  Relative Humidity (Max/Min)  Precipitation  Wind (Daily Average) Historical Data

 Current data ranging from  Comparable stations to historical data include: Fisera Ridge, Upper Clearing and Vista View  Hourly recorded data for  Temperature  Relative humidity  Precipitation  Wind  Incoming short wave radiation Current Data

Vista View Cabin 5

 Precipitation, air temperature and relative humidity: daily to hourly Historical Data

Twin 1 – Daily Precipitation

Daily Precipitation

Hourly Relative Humidity

Hourly Air Temperature

 Hourly and daily wind data Historical Data

 Within the recorded years there are gaps of varying size to infill  Regression equations between stations can be used for temperature and vapour pressure infilling  Seasonal lapse rates to extrapolate precipitation Historical Data - Gap Filling

 Challenge lies with the lack of hourly wind data as CRHM requires this for various modules such as blowing snow  For infilling use regression equations between hourly wind observations for three main sites Con 5, Cabin 5, Twin 1 for period between  Simulate hydrological processes using CRHM:  Using in-filled hourly wind data  Using a daily mean derived from hourly wind observations  Determine the errors induced by lack of hourly wind observations  Apply results to 60’s and 70’s Historical Wind Data

 Period of 17 years between the historical and current data sets ( ) with no data inside basin  Time spent gathering data from neighbouring sites:  Nakiska ridge top – adjacent mountain ridge  Boundary ranger station – across highway from basin No Mans Land

 Always uncertainty in running a model  Uncertainty is related to the amount and quality of data  Working with a large amount of data with varying amounts of infill  Major risk being that changes in basin behaviour are actually disguised changes in uncertainty  On the same thought- our best available method at studying this time period for Marmot Creek Safety Precautions

Thank you for your time. Questions?