The James Hutton Institute, Aberdeen, UK.
J Environ Qual. 2012 Mar-Apr;41(2):380-8. doi: 10.2134/jeq2010.0544.
The European Union Water Framework Directive (WFD) requires Member States to set water quality objectives and identify cost-effective mitigation measures to achieve "good status" in all waters. However, costs and effectiveness of measures vary both within and between catchments, depending on factors such as land use and topography. The aim of this study was to develop a cost-effectiveness analysis framework for integrating estimates of phosphorus (P) losses from land-based sources, potential abatement using riparian buffers, and the economic implications of buffers. Estimates of field-by-field P exports and routing were based on crop risk and field slope classes. Buffer P trapping efficiencies were based on literature metadata analysis. Costs of placing buffers were based on foregone farm gross margins. An integrated optimization model of cost minimization was developed and solved for different P reduction targets to the Rescobie Loch catchment in eastern Scotland. A target mean annual P load reduction of 376 kg to the loch to achieve good status was identified. Assuming all the riparian fields initially have the 2-m buffer strip required by the General Binding Rules (part of the WFD in Scotland), the model gave good predictions of P loads (345-481 kg P). The modeling results show that riparian buffers alone cannot achieve the required P load reduction (up to 54% P can be removed). In the medium P input scenario, average costs vary from £38 to £176 kg P at 10% and 54% P reduction, respectively. The framework demonstrates a useful tool for exploring cost-effective targeting of environmental measures.
欧盟水框架指令(WFD)要求成员国设定水质目标,并确定具有成本效益的缓解措施,以实现所有水域的“良好状态”。然而,措施的成本和效果在流域内和流域之间都有所不同,这取决于土地利用和地形等因素。本研究的目的是开发一种成本效益分析框架,以整合基于土地源的磷(P)损失估算、利用河岸缓冲带进行潜在减排以及缓冲带的经济影响。基于作物风险和田间坡度等级估算田间 P 出口和路由的估算。基于文献元数据分析估算缓冲带 P 捕集效率。缓冲带的放置成本基于放弃的农场毛利润率。针对苏格兰东部 Rescobie Loch 流域的不同 P 减排目标,开发并解决了一个最小化成本的综合优化模型。确定了到 Rescobie Loch 的年平均 P 负荷减少 376 公斤以达到良好状态的目标。假设所有河岸田最初都有 WFD 中苏格兰部分规定的 2 米缓冲带(一般约束规则的一部分),该模型很好地预测了 P 负荷(345-481 公斤 P)。建模结果表明,仅河岸缓冲带不能实现所需的 P 负荷减少(最多可去除 54%的 P)。在中 P 输入情景下,平均成本在 10%和 54%的 P 减排率下分别为 38 英镑至 176 英镑/公斤 P。该框架展示了一种用于探索具有成本效益的环境措施目标定位的有用工具。