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    Potential climate change impacts on the water balance of regional unconfined aquifer systems in south-western Australia
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    Abstract:
    Abstract. This study assesses climate change impacts on water balance components of the regional unconfined aquifer systems in south-western Australia, an area that has experienced a marked decline in rainfall since the mid 1970s and is expected to experience further decline due to global warming. Compared with the historical period of 1975 to 2007, reductions in the mean annual rainfall of between 15 and 18 percent are expected under a dry variant of the 2030 climate which will reduce recharge rates by between 33 and 49 percent relative to that under the historical period climate. Relative to the historical climate, reductions of up to 50 percent in groundwater discharge to the ocean and drainage systems are also expected. Sea-water intrusion is likely in the Peel-Harvey Area under the dry future climate and net leakage to confined systems is projected to decrease by up to 35 percent which will cause reduction in pressures in confined systems under current abstraction. The percentage of net annual recharge consumed by groundwater storage, and ocean and drainage discharges is expected to decrease and percentage of net annual recharge consumed by pumping and net leakage to confined systems to increase under median and dry future climates. Climate change is likely to significantly impact various water balance components of the regional unconfined aquifer systems of south-western Australia. We assess the quantitative climate change impact on the different components (the amounts) using the most widely used GCMs in combination with dynamically linked recharge and physically distributed groundwater models.
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    Water balance
    Response of groundwater table to rainfall in a diluvial upland is analyzed by the weighted mean method developed by Tsuboi (1941). This method employs the Fourier series based on the assumption of periodic waves of the input and output. The groundwater level has been used as an output for analysis in previous studies (e. g. Hirata, 1971). The authors employ the amount of groundwater :recharge as :the output because it is the amount of groundwater recharge that directly causes changes in groundwater level. The analysis is also carried out using the groundwater level as the output and the results are compared with that using the amount of groundwater recharge. Results obtained are as follows: 1. The time lag between the rainfall and the amount of groundwater recharge is about 10 days for wells whose groundwater levels are about 70 to 80 meters below the surface. 2. The groundwater level is affected by rainfall with a time lag of about 3 months. This coincides with a theoretically derived phase difference of π/2. 3. It may be said that results mentioned above give support to the pressure transmission theory as one of the important groundwater recharge mechanisms.
    Depression-focused recharge
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    Water balance
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    Depression-focused recharge
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    Depression-focused recharge
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    Clogging
    Depression-focused recharge
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    The methods used to recharge groundwater by deep wells are adopted widely.Because of the tendency of being clogged and high requirement for water quality,the efficiency of recharge is decreased and correspondingly the cost of recharge operation is greatly increased.In this paper,a new method,SPD artificial recharge system,is put forward.Through simulation experiments in labs,the new method is compared with direct well recharge in the field.The results indicate that this new method is an effective way to recharge deep-seated groundwater with such characteristics as low requirement for water quality,high speed to recharge,large amount of recharge and anti-clogging,etc.
    Depression-focused recharge
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    Depression-focused recharge
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    Analytical methods of assessing the response of groundwater levels to a range of factors, including elastic (barometric and tidal) influences in confined aquifers and recharge to unconfined aquifers due to infiltration of rain and other surface water, are presented. Responses in a confined aquifer to distant recharge events and the associated time lag is discussed. Also covered are responses to changes in storage volume resulting from direct recharge at the outcrop of an unconfined aquifer system both seasonally and on a single recharge event basis. Worked examples and case histories are used to illustrate methods of estimating the amount of recharge at different sites within a catchment. The application of vertical cross-sectional flow nets to the estimation of recharge is presented in the context of recharge/discharge profiles.
    Depression-focused recharge
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    Depression-focused recharge
    Mode (computer interface)
    Citations (0)