自2005年联合国《千年生态系统评估》发布以来,旱区农业生态系统评估与管理研究越来越受到世界各国的广泛关注和重视。综述了2010年7月19日至25日在兰州大学举行的第二届生态系统评估与管理(Ecosystem assessment and management,EAM)...自2005年联合国《千年生态系统评估》发布以来,旱区农业生态系统评估与管理研究越来越受到世界各国的广泛关注和重视。综述了2010年7月19日至25日在兰州大学举行的第二届生态系统评估与管理(Ecosystem assessment and management,EAM)国际会议28场特邀专家报告,围绕"气候变化与旱区农业生态系统管理"主题,分别从生态系统时空格局、全球变化生态学、植物逆境适应机制、植物与土壤关系和生态系统管理五个方面进行总结,旨在探讨全球气候变化条件下如何提高干旱与半干旱脆弱农业生态系统生产力和可持续性发展的创新理论研究。对生态系统评估与管理的未来发展趋势和目标进行了探讨,并对该会议将来的举办和组织形式提出了建议。展开更多
This study investigated a water supply recovery problem involving municipal water service piping. The problem consisted in recovering full service after network failure, in order to rapidly satisfy all urgent citywide...This study investigated a water supply recovery problem involving municipal water service piping. The problem consisted in recovering full service after network failure, in order to rapidly satisfy all urgent citywide demands. The optimal recovery solution was achieved through the application of so-called network design problems （NDPs）, which are a form of combinatorial optimization problem. However, a conventional NDP is not suitable for addressing urgent situations because （1） it does not utilize the non-failure arcs in the network, and （2） it is solely concerned with stable costs such as flow costs. Therefore, to adapt the technique to such urgent situations, the conventional NDP is here modified to deal with the specified water supply problem. In addition, a numerical illustration using the Sendai water network is presented.展开更多
文摘自2005年联合国《千年生态系统评估》发布以来,旱区农业生态系统评估与管理研究越来越受到世界各国的广泛关注和重视。综述了2010年7月19日至25日在兰州大学举行的第二届生态系统评估与管理(Ecosystem assessment and management,EAM)国际会议28场特邀专家报告,围绕"气候变化与旱区农业生态系统管理"主题,分别从生态系统时空格局、全球变化生态学、植物逆境适应机制、植物与土壤关系和生态系统管理五个方面进行总结,旨在探讨全球气候变化条件下如何提高干旱与半干旱脆弱农业生态系统生产力和可持续性发展的创新理论研究。对生态系统评估与管理的未来发展趋势和目标进行了探讨,并对该会议将来的举办和组织形式提出了建议。
文摘This study investigated a water supply recovery problem involving municipal water service piping. The problem consisted in recovering full service after network failure, in order to rapidly satisfy all urgent citywide demands. The optimal recovery solution was achieved through the application of so-called network design problems （NDPs）, which are a form of combinatorial optimization problem. However, a conventional NDP is not suitable for addressing urgent situations because （1） it does not utilize the non-failure arcs in the network, and （2） it is solely concerned with stable costs such as flow costs. Therefore, to adapt the technique to such urgent situations, the conventional NDP is here modified to deal with the specified water supply problem. In addition, a numerical illustration using the Sendai water network is presented.
