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基于适宜性和安全性评价的干旱区绿洲后备耕地资源开发——以渭干河—库车河三角洲绿洲为例 总被引:3,自引:0,他引:3
选择典型干旱区渭干河—库车河三角洲绿洲为研究区,基于遥感、地理信息系统技术和相关应用软件,在详实的野外实测数据、土地利用数据和遥感数据支持下,应用空间插值、叠置分析、逐步回归、神经网络、层次分析等方法,建立评价模型,进行自然、生态、土地利用和综合适宜性评价,相应确定后备耕地资源开发的适宜性等级、适宜度及其分布;提取三期遥感影像信息并进行分类,根据后备耕地资源利用/覆被类型的特征,构建后备耕地资源开发的安全性指数计算模型,加入水源保证条件限制,构建综合安全性评价模型,进行后备耕地资源开发综合安全性的时空分析;基于适宜性与安全性评价,进行叠置分析、综合性分级。研究表明:后备耕地资源开发综合性等级的区域分布呈现环状特征,适合后备耕地资源开发的区域面积与禁止开发的区域面积数量相差十倍。最后提出后备耕地资源开发的举措建议。 相似文献
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From the simulation of storm surges resulting from Typhoons 7203 and 8509 in the Bohai Sea, Yellow Sea and East China Sea, water level data at tide stations are assimilated into a two-dimensional storm surge model, to study the spatially varying drag coefficient (DC) by employing the adjoint method. In this study, the DC at some grid points is uniformly selected as the independent DC, while the DC at other grid points is obtained through linear interpolation of the independent DC. The DC at independent points is optimized by employing the adjoint assimilation method, and global optimization is achieved by optimizing the independent DC. To demonstrate the method’s performance, three comparative experiments are carried out. In the first experiment, the DC is treated as a constant. In the second and third experiments, the DC is derived using an empirical formula. Comparing the experimental results, it is found that the simulation accuracy for both Typhoons 7203 and 8509 increases greatly when optimizing the independent DC. However, the number of independent points makes no great difference to the precision of simulation. Moreover, the DC inverted from Typhoons 7203 and 8509 differs in some sea areas because of the different typhoon tracks. However, the spatial distribution of the inverted DC, for both Typhoons 7203 and 8509, demonstrates a clear effect of the DC on the storm surge modeling near the coastal areas where the DC is highest or lowest. 相似文献
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水动力条件下底泥中氮磷释放通量 总被引:28,自引:4,他引:24
在环形水槽内模拟了水动力条件下底泥的起动规律,分析了底泥运动的不同状态。该环形水槽内水体流速基本均匀,水槽转速与槽内水体流速能够精确的相互转换,实验中通过改变水槽转速模拟了不同扰动强度下底泥悬浮和释放的规律.以太湖底泥为例,通过上覆水中TN、TP浓度的变化,建立了底泥中TN、TP的释放通量(y)与水流(x)的关系,其表达式为TN:y=137.88e^0.06x(R^2=0.94);TP:y=36.78e^0.56x(R^2=0.97);并将该实验结果应用在太湖的水量水质模型中,取得了比较满意的效果. 相似文献
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