基于近40年降水数据的全国七大地理区屋面雨水利用可行性研究

Feasibility study on roof rainwater utilization in seven geographical areas of China based on the precipitation data in recent 40 years

  • 摘要: 雨水利用是解决城市水资源危机和缓解城市内涝的有效途径,降水特征和雨水利用可行性是衡量雨水利用工程可行与否的关键指标。基于全国各监测站点1980—2020年降水量数据,分析了全国七大地理区的降水特征;运用水量平衡原理,建立了日降水量-用水量平衡模型,探究了屋面雨水利用的影响因素,分析了全国七大地理区7座典型城市的雨水利用可行性。结果表明:1)我国年均降水量受地形和气候差异的影响,呈现出由东南向西北逐渐递减的趋势;季节降水量和年均降水量空间分布趋势一致,各季节降水量以夏季最高、春秋季次之;降水集中度分布特征与降水量不同,年均降水量较小的地区降水相对更加集中。2)降水特征、雨水罐设计容积、集雨面积、日用水需求量、节水效率和溢流率对不同地区雨水利用可行性具有显著影响。降水量越大的地区雨水利用可靠性越高,不同地理区7座典型城市雨水利用可靠性顺序为广州>武汉>南京>昆明>哈尔滨>北京>西宁,但各城市的雨水利用可靠性均难以达到100%。3)雨水利用可靠性随雨水罐容积的增大而增大,但当雨水罐容积达到10 m3时,其增加显著减缓;雨水利用可靠性与集雨面积成正比,与日用水需求量成反比;节水效率的曲线趋势变化与可靠性趋势变化基本一致,但是数值上高于可靠性;合理控制溢流率可以提高雨水利用效益,在实际应用中应结合可靠性和溢流率来确定雨水罐最佳尺寸。总体上,华南、华东、西南地区进行雨水利用的可行性较高,东北、华北地区次之,而西北地区的可行性最低。

     

    Abstract: Rainwater utilization is an effective way to solve urban water resources crisis and alleviate urban waterlogging. Precipitation characteristics and rainwater utilization reliability are key indicators to measure the feasibility of rainwater utilization projects. Based on the rainfall data (from 1980 to 2020) from various monitoring stations in China, the precipitation characteristics of 7 geographical regions were analyzed. Using the principle of water balance, a daily precipitation-water consumption balance model was established, the influencing factors of roof rainwater utilization was discussed and the rainwater utilization feasibility of 7 typical cities in 7 geographical regions was analyzed. The results showed that: 1) the average annual rainfall depth decreased gradually from southeast to northwest in China due to the impact of terrain and climate differences. The spatial distribution trend of seasonal and annual rainfall depth was consistent. The seasonal rainfall was the highest in summer, followed by spring and autumn. The distribution characteristics of rainfall concentration were different from that of rainfall, and rainfall was more concentrated in areas with less annual rainfall depth. 2) Precipitation characteristics, rainwater harvesting tank volume, rainwater harvesting area, daily water demand, water saving efficiency and overflow rate had significant influence on the reliability of rainwater utilization in different areas. The greater the rainfall depth, the higher the reliability. The reliability order of the seven typical cities was Guangzhou > Wuhan > Nanjing > Kunming > Harbin > Beijing > Xining, but the reliability of each city could not reach 100%. 3) With the increase of the rainwater harvesting tank volume, the reliability of rainwater utilization increased. However, when the volume of rainwater harvesting tank reached 10 m³, the increase in reliability significantly slowed down. The reliability of rainwater utilization was directly proportional to rainwater collection area and inversely proportional to daily water demand. The curve trend change of water saving efficiency was accordant with that of reliability, but the value was higher than that of reliability. Reasonable control of overflow rate can improve the efficiency of rainwater utilization. In practical applications, both reliability and overflow rate should be considered to determine the optimal size of rainwater harvesting tanks. In general, the feasibility of rainwater utilization is higher in South China, East China and Southwest China, followed by Northeast China and North China, and the lowest in Northwest China.

     

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