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Dl Introduction  2 Los Alamos area 2 Purpose and scope 3 Acknowledgments  4 System of numbering wells 4 Previous investigations near the well fields. 6 Los Alamos municipal well fields--- 7 Well construction 9 Partial penetration of the main aquifer__-- 11 Changes in effective depth of wells 11 Specific capacity. 13 Well-field operation- 25 Pumping intervals- 25 Pumping rates- 25 Amount of water pumped.-__ 26 Geology of the main aquifer-_ 29 Boundaries of the main aquifer 30 Hydrology of the main aquifer.--__--__--_--32 Recharge to and natural discharge from the main aquifer--32 Occurrence of water in the main aquifer.--___-_---33 Artesian and water-table conditions..---_-33 Pressure and hydraulic gradient. 35 Water-level fluctuations in the supply wells.-_----37 Hydraulic characteristics of the main aquifer----39 Coefficients of transmissibility and storage computed from aquifer tests.-___----__39 Coefficient of transmissibility estimated from natural discharge _. 41 A method of determining aquifer characteristics from water-level and pumpage data---___--_-_----41 Future water levels in wells predicted from past water-level fluctuations__ _ -__45 Conclusions_ ----_---__----_--_49 References_ _ ---__--___50

An evaluation of aquifer and well characteristics of municipal well fields in Los Alamos and Guaje Canyons, near Los Alamos, New Mexico