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Jinzhou City Flood Control and Countermeasures _32 
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Dołączył: 13 Gru 2010
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PostWysłany: Sob 15:32, 18 Gru 2010  

Jinzhou City Flood Control and Countermeasures


, Resulting in her not press the left bank embankment 5G completely closed in a case of standards,p90x workout schedule, resulting in Taihe District, Hi-Tech Park no defense against 50 year flood. '(4) impact of severe water blocking crossing structures. Jinzhou City building on the river of rivers are mainly prepared by the bridge discharge capacity is not enough, the need for varying degrees of renovation and expansion. 2 2.1 to speed up flood control measures of urban flood control projects and facilities (1'J, J, Daling dike. Small Ling Bai Jinling Reservoir dam to the left bank section of the oil Liu Chang, the higher the ground elevation, and therefore do not dike: Liu Chang sewage ditch the white oil per share until the exit of the construction of the railway bridge river dikes and embankments with a hundred shares of the right bank phase, the left bank of the mountain railway bed to form a sink full of relying on closed loop. Small Ling from the right bank embankment business until after the daughter of the mountains and rivers confluence with the River mouth and the left bank of river dikes daughter phase, this section width is 510m away from the levee embankment to the 600m. (2) daughter of river embankments. daughter left bank levee from JJxJ \ Mizoguchi to the convergence of population and Small Ling right bank dike connected to the right bank of the main slopes, wasteland,mbt calzature uomo, some farmland and houses, and not included in urban planning focus on the development target, it is no embankment. (continued on page 34) Lee Dagger Water 2008 2 (Volume 26 283) Figure 2 between the three basin TVD1 spent grading Figure 4 Conclusion In this paper, in April 2002 of the MODIS images. on the Yellow River basin drought classification Flowers statistical monitoring. the establishment of three flower asked basin The TVDI / LST / NDVI drought monitoring model. to provide a reference to local drought monitoring. The shortcomings of the research process: First, there is no clear scale of the impact of the increase in pixel scale will affect the LST / NDVI changes in doing so doing to the wet edge displacement,north face outlet, and displacement of the wet side will be doing the same time, for different feature type,moncler 2011, this article does not distinguish between NDVI extraction window. Secondly, drought monitoring, this is not deep into the agricultural level, but the drought for the region simple classification of statistics, not a combination of different types of plant drought. The final choice of the drought indicators. This article is only a selection of drought indicators, and not with the three flowers, and landscapes between the valley and more types of surface features types of drought index analysis. has certain limitations. lack of these studies in the future work will strive to improve. [
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