aquifer test वाक्य
उदाहरण वाक्य
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- Therefore, a common task of the hydrogeologist is determining aquifer properties using aquifer tests.
- Nearly all aquifer test solution methods are based on the Theis solution; it is built upon the most simplifying assumptions.
- Superposition ( or more precisely a convolution ) of an infinite number of sequential slug tests through time would effectively be a " standard " Theis aquifer test.
- The relationship above is for fully penetrating wells in confined aquifers ( the same assumptions used in the Theis solution for determining aquifer characteristics in an aquifer test ).
- Typically this equation is used to find the average " T " and " S " values near a pumping drawdown data collected during an aquifer test.
- A slug test is a variation on the typical aquifer test where an instantaneous change ( increase or decrease ) is made, and the effects are observed in the same well.
- In more complex cases, a numerical model may be used to analyze the results of an aquifer test, but adding complexity does not ensure better results ( see parsimony ).
- The aquifer parameters obtained from a slug test are typically less representative of the aquifer surrounding the well than an aquifer test which involves pumping in one well and monitoring in another.
- Of particular importance were Leroy Sherman's unit hydrograph, the infiltration theory of Robert E . Horton, and C . V . Theis's aquifer test / equation describing well hydraulics.
- When an aquifer test is being performed, the resulting observations are typically called drawdown, since they are subtracted from pre-test levels and often only the change in water level is dealt with.
- More book titles can be found in the " further reading " section of the hydrogeology article, most of which contain some material on aquifer test analysis or the theory behind these test methods.
- Aquifer tests are typically interpreted by using an analytical model of aquifer flow ( the most fundamental being the Theis solution ) to match the data observed in the real world, then assuming that the parameters from the idealized model apply to the real-world aquifer.
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