closure varies but is generally not expected to exceed more than 30 to 50 years for cases in which institutional Landfill covers are intended to protect buried waste from water control is applied (Suter et al., 1993). However, risks seepage and biointrusion for thirty to thousands of years, yet most cover studies are limited to a few years and do not directly investigate associated with the waste frequently persist beyond innet changes in the soil profile that affect changing landfill performance. stitutional control; hence, the longer-term integrity of We evaluated water balances, vegetation cover, rooting patterns, and landfill covers is of concern. soil profiles of two landfill-cover designs (two plots each) more than a Design of a landfill cover requires consideration of decade after installation at semiarid Los Alamos National Laboratory, several tradeoffs. To keep the wastes dry, the cover is NM, USA: a conventional design of 20 cm of topsoil over compacted designed to minimize seepage. This can be achieved crushed-tuff and an integrated design of 71 cm of topsoil over an in part by storing soil water within the cover and by engineered barrier designed to induce lateral flow (geotextile overmaximizing the subsequent removal of the stored water lying 46 cm of gravel). Water balances for both designs had~3% of through evapotranspiration. The evaporative component precipitation as seepage; the integrated plots lost Ͻ1% of water as of total evapotranspiration can be modified by orienting interflow, probably because the barrier interface had only a 5% slope. The conventional design had a net loss of stored soil water and propor-the cover to maximize incoming solar radiation (e.g., tionally more evapotranspiration than the integrated design. After Nyhan et al., 1997), while the transpiration component more than a decade, (i) vegetation changes included increased biomass can be modified through selection and management of and species diversity on most plots, with proportionally fewer invading plant species on the cover (e.g., Lopez et al., 1988). species and more extensive rooting in the integrated plots; (ii) the Seepage can be reduced further by increasing interflow geotextile was largely unchanged; and (iii) infiltration and subsequent (shallow subsurface lateral flow of water at the interwater penetration occurred primarily via macropores, including rootfaces between layers) that is then diverted to a location channels and animal burrows. Both cover designs effectively miniaway from the waste via engineering structures (e.g., mized seepage during their initial decade, but observed effects of Khire et al., 2000;Nyhan et al. 1997Nyhan et al. , 2001. Conversely, environmental processes such as succession and burrowing are exsurface runoff from the cover should be minimized pected to become progressively more important determinants of cover performance over additional decades.