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  2. Aquifer test - Wikipedia

    en.wikipedia.org/wiki/Aquifer_test

    In hydrogeology, an aquifer test (or a pumping test) is conducted to evaluate an aquifer by "stimulating" the aquifer through constant pumping, and observing the aquifer's "response" in observation wells. Aquifer testing is a common tool that hydrogeologists use to characterize a system of aquifers, aquitards and flow system boundaries.

  3. Mahdi S. Hantush - Wikipedia

    en.wikipedia.org/wiki/Mahdi_S._Hantush

    DR. Mahdi S. Hantush (1921–1984) was a prominent Iraqi-born American hydrologist known for his analytical work on leaky aquifers and well hydraulics. He was the founder of the New Mexico Tech Hydrology Program. His granddaughter is Yasmin Younis, the 2018 Student Commencement Speaker at Boston University’s 185th Commencement, which went ...

  4. Specific storage - Wikipedia

    en.wikipedia.org/wiki/Specific_storage

    For a confined aquifer or aquitard, storativity is the vertically integrated specific storage value. Specific storage is the volume of water released from one unit volume of the aquifer under one unit decline in head. This is related to both the compressibility of the aquifer and the compressibility of the water itself.

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  6. Well test - Wikipedia

    en.wikipedia.org/wiki/Well_test

    In hydrology, a well test is conducted to evaluate the amount of water that can be pumped from a particular water well.More specifically, a well test will allow prediction of the maximum rate at which water can be pumped from a well, and the distance that the water level in the well will fall for a given pumping rate and duration of pumping.

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  8. NYT ‘Connections’ Hints and Answers Today, Monday ... - AOL

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    Get ready for all of today's NYT 'Connections’ hints and answers for #582 on Monday, January 13, 2025. Today's NYT Connections puzzle for Monday, January 13, 2025 The New York Times

  9. Groundwater flow equation - Wikipedia

    en.wikipedia.org/wiki/Groundwater_flow_equation

    the aquifer material is incompressible (no change in matrix due to changes in pressure — aka subsidence), the water is of constant density (incompressible), any external loads on the aquifer (e.g., overburden, atmospheric pressure) are constant, for the 1D radial problem the pumping well is fully penetrating a non-leaky aquifer,