1.2 参与该技术评估和文件编制的资源人员和机构的联系方式

有助于对技术进行记录/评估的项目名称（如相关）

1.3 关于使用通过WOCAT记录的数据的条件

编制者和关键资源人员接受有关使用通过WOCAT记录数据的条件。:

是

1.4 所述技术的可持续性声明

这里所描述的技术在土地退化方面是否存在问题，导致无法被认为是一种可持续的土地管理技术？:

否

1.5 参考关于SLM方法（使用WOCAT记录的SLM方法）的调查问卷

Rainwater Cellars introduced through government support [中国]

Government takes the lead and propelled by project, the rainwater collection for irrigation technology scales up by demonstration.

• 编制者： Anna Schuler
• 09/28/2010 midnight

2.1 技术简介

技术定义:

The use of courtyard, roof, road surface, slope, etc. as catchments to collect rainwater for underground water storage for future supply of cropland irrigation as well as drinking water for humans and livestock.

2.2 技术的详细说明

说明:

The demonstration site is located in mid Gansu, semi-arid gully area of the Loess Plateau, where either surface or groundwater is in great shortage. The annual precipitation is around 380mm with 60% concentrated in July, August and September in storm form. Due to scarce vegetation and serious soil erosion. The agricultural farming is rainfed, but the timing of precipitation and water demand of crops do not coincide, so that the rainwater utilization is extremely low. Low productivity of land and shortage of water for mankind and animal leads to poverty. Since 1980s the government has organized local people in mid Gansu to explore the utilization of water cellars to achieve coincided precipitation, i.e. collecting rainwater to solve water shortage and develop dryland crop cultivation.

Water cellars are used mainly for the interception of rainwater to supply water for humans and livestock as well as for the irrigation of crops. The cellar is comprised of the cellar body and an ancillary facility, including catchment area, delivery facility (ditch, silt tank, stain interception grate, inlet pipe, cellar opening and irrigation equipment). In general, water cellars are designed to 20-30m3 in capacity. The catchment should be chosen at hillside, road surface, courtyard, roofing, greenhouse roof, etc. For the location selection, considerations should be given to site landform and geological conditions and not proximity to ditch or trench banks, large tree stumps but close to farmland to maximize the possibility of self-flowing irrigation. In consideration of drinking water safety, the cellar should be built far from livestock sheds and toilets to prevent contamination. The silt tank is 2-3m wide, 1m deep and 2-3m away from the cellar opening, and higher than water cellar inlet. The dirt interception grate should be installed 0.5m higher than the base of the silt tank pond and upstream of the inlet. The platform of the water cellar should be 0.3-0.5m high above ground. In Anding District, the concrete cement sphere type water cellar is more often adopted, with the cellar vault/wall of 10cm and base of 20cm thick. At the demonstration site, the inner wall used to be lined with red puddle. Now concrete cement is used for the base and lined with cement and mortar. The water for irrigation does not need special treatment, but drinking water does. Irrigation is done by pumping for watering by ditches flowing to the farmland, hole watering or drip irrigation.

Since mid 1990s, the water cellar has expanded gradually. The 1-2-1 rainwater collection project (each household has 1 catchment, 2 water cellars and 1 patch of courtyard cashcrop forest) has played a significant role in the technology dissemination and poverty alleviation. Since 2000, water cellar function has been further extended toward multifunction for livestock raising, farmland/forest land irrigation and so forth, and greater economic and social benefits are captured by its combination with greenhouse development. Plastic film greenhouse roof was used as the catchment and two water cellars (30 cubic meters capacity for each) were set for each greenhouse. In combination with other technologies of mulched ditch irrigation or drip irrigation, water resource utilization has been tremendously increased. The technology has thereby triggered industrial restructuring as outstanding pilot sites for high benefit agricultural development.

2.3 技术照片

2.5 已应用该技术的、本评估所涵盖的国家/地区/地点

3.1 该技术的主要目的

• 改良生产

3.2 应用该技术的当前土地利用类型

同一土地单元内混合使用的土地：:

是

具体说明混合土地使用（作物/放牧/树木）:

• 农牧业（包括农牧结合）

农田

具体说明:

Longest growing period in days: 140, Longest growing period from month to month: May to October

牧场

水道、水体、湿地

• 排水管道、水道

主要产品/服务:

Rainwater Cellars

注释:

Major land use problems (compiler’s opinion):
- low precipitation, deficient groundwater, arid and short of water supply;
- rainfall in form of storms to form runoff arousing serious soil and water erosion;
- low and unstable land productivity because of aridness and soil infertility.

3.5 该技术所属的SLM组

• 灌溉管理（包括供水、排水）
• 引水和排水

4.4 技术建立所需要的费用和投入

4.6 维护/经常性活动所需要的费用和投入（每年）

5.1 气候

5.2 地形

5.3 土壤

5.6 应用该技术的土地使用者的特征

5.8 土地所有权、土地使用权和水使用权

土地所有权:

• 州
• 团体

土地使用权:

• 个人

6.1 该技术的现场影响

社会经济效应

其它社会经济效应

6.2 该技术的场外影响已经显现

6.4 成本效益分析

技术收益与技术建立成本相比如何（从土地使用者的角度看）？

技术收益与技术维护成本/经常性成本相比如何（从土地使用者的角度看）？

6.7 该技术的优点/长处/机会

6.8 技术的弱点/缺点/风险及其克服方法

7.1 信息的方法/来源

7.2 参考可用出版物

标题、作者、年份、ISBN:

Wang Lin, Water cellar Construction technology for rainwater collection and water-saving irrigation in the mountainous areas, Gansu water conservancy and hydro power technology. 2002 38(4)