roundwater is a vital resource in California, providing approximately 38% of the state's water supply in normal years and at least 46% in dry years (DWR 2014). During the recent drought (water years 2011-2012 through 2015-2016), the majority of groundwater wells (90%) experienced a drop in groundwater levels of at least 10-50 ft (3-15 m) while some wells (8%) showed declines in groundwater level of more than 50 ft (>15 m) (DWR 2017). Groundwater overdraft persisted for most of the 20th century but the rate has dramatically increased since 2000 to about 7.2 million acre-feet (ac-ft), or 8.9 cubic kilometers (cu km) per year between 2006 and 2010 (Faunt 2009; Scanlon et al. 2012). State legislation now requires the implementation of groundwater sustainability plans to ensure that all groundwater basins are managed sustainably by 2040 (SWRCB 2014). Managed groundwater recharge on agricultural lands in winter, when surplus surface water often is available, is one promising strategy for replenishing RESEARCH ARTICLE Managed winter flooding of alfalfa recharges groundwater with minimal crop damage Over 90% of the water applied to sites in Davis and Scott Valley percolated to recharge groundwater, making this a viable practice on highly permeable soils.

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The Christchurch earthquakes have highlighted the mismatch in expectations between the engineering profession and society regarding the seismic performance of buildings. While most modern buildings performed as expected, many buildings have been, or are to be, demolished. The ownership, occupancy, and societal costs of only targeting life-safety as the accepted performance standard for building design are now apparent in New Zealand. While the structural system has a significant effect on the seismic performance of the entire building, including the contents, it is only about 20% of the total building cost. Hence, structural engineers should view the seismic performance in a wider context, looking at all the systems of the building rather than just the damage to structural items and life-safety. The next generation of performance-based seismic design procedures, outlined in the FEMA P-58 document, provide engineers with the tools to express the seismic performance of the entire building in terms of the future life loss, facility repair cost and repair time. This paper will outline the FEMA P-58 procedure and present the results of a comparative study of six different structural systems for a three storey commercial and laboratory building: moment frame; buckling restrained braced frame; viscously damped moment frame; Pres-Lam timber coupled-walls; cast-in-place reinforced concrete shear wall; and base isolated braced frame. Each system was analysed as a fully non-linear structure and the calculated drifts and floor accelerations were input into the FEMA P-58 PACT tool to evaluate the overall building performance. The PACT tool performs loss calculations for the expected casualties, repair cost, and repair time from which a QuakeStar or SEAONC rating for the building can be obtained.

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This paper addresses the issues of whether the linking of core labor standards with multilateral or bilateral trade agreements is an effective way of promoting the improvement of labor standards. We review the determinants of core labor standards over time and conclude that efforts to improve these standards have to be tailored to the economic and social circumstances prevailing in a country at a specific time. Legalistic means to prod governments into revising their domestic laws or enforcing them will therefore be unsuccessful unless economic incentives can be changed to erode prevailing social norms and ease the way for the acceptance of new norms that will meet with public approval and be consonant with the distribution of political power. Moral suasion from both domestic and external sources may work more slowly than more legalistic means but is preferred because it contributes to altering the social norms that underlie and will reinforce the acceptance and effectiveness of labor standards.