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）

Onsite and Offsite Benefits of SLM

有助于对技术进行记录/评估的机构名称（如相关）

ICIMOD International Centre for Integrated Mountain Development (ICIMOD) - 尼泊尔

有助于对技术进行记录/评估的机构名称（如相关）

G.B. Pant Institute of Himalayan Einvironment & Development (G.B. Pant Institute of Himalayan Einvironment & Development) - 印度

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

2.1 技术简介

技术定义:

Stone Check Dams/Walls, Retainment Walls, and a Water Diversion Wall has been constructed in Nakina Village and Nakina Community Forest to help protect their settlements, agriculture land, forest land, and preserve the hilly landscape. These structures serve to reduce the runoff velocity (lowering the rate of erosion and gullying in steep slope channels) and increase infiltration for groundwater recharge.

2.2 技术的详细说明

说明:

1. The technology is found in both natural and human environments (forest and settlement areas)

2. Main Characteristics: A check dam or check wall is constructed in a loose or active gully or a rill (shallow channel) that threatens to enlarge, or anywhere on a slope where there is a danger of scour from running water. The structures lower the velocity of flow. In Nakina porous check walls, check dams, and retainment walls were made out of stone gathered from the surrounding area. A porous check dam releases a portion of flow through the structure, decreases the head of flow over the spillway, and decreases the dynamic and hydrostatic forces against the check dam. Porous check dams are simple and more economical for construction.

Once stones are collected they are cut into suitable sizes and surfaces ( "dressing" of stones). The site where the technology is to be constructed is then cleared and, for check dams, the sides are sloped 1:1 (this simply refers to the ratio of the rise and run of the slope, so 1:1 means you'll have a 45 degree slope for your excavation). This is also known as the angle of repose, where the granular material of the embankment will be stable and not slump from its own weight. The base of the dam should be around 70 cm thick if it is 1 meter high. The bed of gully is excavated for foundation and dry stones are packed from that level.

3. Purposes/functions: Interrupts the flow of water and flattens the gradient of a channel, thereby reducing the velocity and inducing infiltration rather than eroding the channel. These structures not only slow flow velocity but also to distribute flows across vegetation. Despite some sedimentation resulting behind the dam, small cracks and porous spaces in the holes of the stones allow some sediment to flow through and the finer particles fill the gaps and strengthen the structure. Check dams can also be designed to create small reservoirs.

4. Major activities include identifying the appropriate site of installation, collection of construction materials, technical planning of the structure dimensions and design, manual labor, and maintenance.

5. Benefits/impacts: These structures decelerate runoff and accelerates groundwater recharging by storing water and facilitating infiltration of water into the soil

6. Like/Dislike:
Advantages
•Inexpensive and relatively easy to install given local building materials and labor availability
•Reduce velocity, prevent gully erosion and cause a high proportion of the sediment load in runoff to settle out, preventing downstream damage
•When carefully located and designed, check dams can remain as permanent installations with very minor regrading

Disadvantages
•Many of these structures have a temporary nature, and need to reconstructed or removed after significant damage
•Removal or reconstruction may be a significant cost depending on the size and design
•May kill grass linings in channels if the water level remains high after rainstorms or if there is significant sedimentation.
•May create turbulence which erodes the channel banks.
•Clogging by organic material may be a problem and hinder the structure's function

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

2.6 实施日期

如果不知道确切的年份，请说明大概的日期:

• 50多年前（传统）

2.7 技术介绍

详细说明该技术是如何引入的:

• 通过土地使用者的创新
• 作为传统系统的一部分（> 50 年）
• 通过项目/外部干预

注释（项目类型等）:

Check dams and other retainment structures are technologies that have been used for centuries. Some of the structures in the village are nearly +50 years old and have either been constructed with the help of the government (ravine check dams in settlement and above Bhind Naula) and others have been more recently constructed by the villagers themselves to support the forest landscape, specifically springshed recharge.

3.1 该技术的主要目的

• 减少、预防、恢复土地退化
• 保护生态系统
• 结合其他技术保护流域/下游区域
• 降低灾害风险
• 适应气候变化/极端天气及其影响

3.2 应用该技术的当前土地利用类型

3.3 由于技术的实施，土地使用是否发生了变化？

由于技术的实施，土地使用是否发生了变化？:

• 否（继续问题3.4）

3.4 供水

该技术所应用土地的供水:

• 雨养

3.5 该技术所属的SLM组

• 横坡措施
• 引水和排水
• 地表水管理（泉、河、湖、海）

3.6 包含该技术的可持续土地管理措施

3.7 该技术强调的主要土地退化类型

3.8 防止、减少或恢复土地退化

具体数量名该技术与土地退化有关的目标:

• 防止土地退化
• 减少土地退化

4.1 该技术的技术图纸

4.2 有关投入和成本计算的一般信息

具体说明成本和投入是如何计算的:

• 每个技术单元

其它/国家货币（具体说明）:

INR

如相关，注明美元与当地货币的汇率（例如1美元=79.9巴西雷亚尔）：1美元=:

70.0

4.3 技术建立活动

	活动	时间（季度）
1.	Nakina village built a long water diversion wall over +50 years ago that serves as a water channel, directing runoff away from settlements and towards the ravine	Pre-monsoon /dry season
2.	Within the ravine/gully in Nakina Village, there is a series of 5 large check walls that were established with the help of the Forest Department	Pre-monsoon /dry season
3.	There is a series of check walls/check dams in another gully that were established in 1952 above the Bhind Spring/Naula (on the opposite side of the village) to protect it and decrease runoff/further erosion	Pre-monsoon/dry season
4.	In December 2017 the Nakina Van Panchayat (community forest council) decided to construct 5 new check dams within the Nakina Forest, which lie in the upper catchment area of the Bhind Spring	Pre-monsoon/dry season
5.	For the establishment of all these structures, the community and technical assistants assessed the topography of the area, size of the gully, catchment area and runoff rate before establishing the check-dam.	Pre-monsoon/dry season
6.	The sites were selected and prepared by removing debris and other unsuitable material which would interfere with proper placement of the check dam/wall materials.	Pre-monsoon/dry season

4.4 技术建立所需要的费用和投入

	对投入进行具体说明	单位	数量	单位成本	每项投入的总成本	土地使用者承担的成本%
劳动力	Large Water Diversion Wall	person-days	60.0	400.0	24000.0	20.0
劳动力	5 Large Check Walls	person-days	50.0	400.0	20000.0	20.0
劳动力	Bhind Spring Check Walls/Retainment Wall	person-days	19.0	400.0	7600.0	50.0
劳动力	5 Small Check Walls in Forest	person-days	10.0	400.0	4000.0	100.0
设备	Crate Wire (15m x 2m x 2m)	Cum	60.0	75.0	4500.0
设备	Pick	pieces	15.0	300.0	4500.0	100.0
设备	Shovel	pieces	20.0	500.0	10000.0	100.0
设备	pharuwa (hoe)	pieces	15.0	300.0	4500.0	100.0
设备	khanti (digging bar)	pieces	10.0	1500.0	15000.0	100.0
设备	hammer (5kg)	pieces	10.0	2000.0	20000.0	100.0
设备	chino (chisel)	pieces	10.0	500.0	5000.0	100.0
设备	khukuri (knife)	pieces	10.0	250.0	2500.0	100.0
植物材料	small hammer (0.5-1 kg)	pieces	15.0	300.0	4500.0	100.0
施工材料	Rocks of various size and shape collected/excavated on site
施工材料	Small Check Walls in Forest (5)	cum	23.625	200.0	4725.0	100.0
施工材料	Large Check Walls (5)	cum	108.0	200.0	21600.0	20.0
施工材料	Large Water Diversion Wall (1)	cum	71.0	200.0	14200.0	100.0
施工材料	Bhind Check Walls/Retainment Wall (5)	cum	150.0	200.0	30000.0	50.0
其它	Rocks of various size and shape collected/excavated on site
技术建立所需总成本					196625.0
技术建立总成本，美元					2808.93

如果土地使用者负担的费用少于100%，请注明由谁负担其余费用:

Uttarakhand Forest Department (Government), JICA (Japan International Cooperation Agency)

注释:

Cost Estimate: 200 INR/cum
Example:
1. Small Check Dams: 5 units (3.5m x 1.5m x 0.9m) ----- 4.725 cum x 200 INR = 945 INR/unit
945 INR/unit x 5 units = 4,725 Rs
or...
(4.725 cum/unit x 5 unit = 23.625 total cum )
(23.625 total cum x 200 INR = 4,725 Rs.)

2. Large Check Walls: 5 units (8m x 1m x 2.7m) -----21.6 x 200 = 4320
4320 cum x 5 units = 21,600 Rs

3. Water Diversion Wall: 1 unit (115m x 0.65 x 0.95m) ------71 x 200= 14,200
14,200 X 1 unit= 14,200 Rs

3. Bhind Spring Check Walls/Retainment Wall: 1 unit (100m x 1m x 1.5m) = 150 total cum
150 x 200 INR = 30,000 INR Total

4.5 维护/经常性活动

	活动	时间/频率
1.	Inspection of the check dam for rock displacement and erosion around the ends of the dam after each significant rainfall event	Monsoon/ weekly
2.	Sediment accumulation is removed if it reaches a depth of ½ the original dam height	Pre-monsoon/Monsoon
3.	Sometimes check dams are removed when their useful life is completed	Annual inspections

4.6 维护/经常性活动所需要的费用和投入（每年）

	对投入进行具体说明	单位	数量	单位成本	每项投入的总成本	土地使用者承担的成本%
劳动力	Reconstruction of damaged check dams	person-days/unit	10.0	400.0	4000.0	100.0
劳动力	Removal of sediment	person-days/unit	5.0	400.0	2000.0	100.0
设备	pick	pieces	3.0	70.0	210.0	100.0
设备	shovel	pieces	3.0	42.0	126.0	100.0
设备	pharuwa (hoe)	pieces	2.0	52.0	104.0	100.0
设备	khanti (digging bar)	pieces	2.0	30.0	60.0	100.0
设备	hammer	pieces	3.0	25.0	75.0	100.0
设备	chino (chisel)	pieces	2.0	75.0	150.0	100.0
设备	khukuri (knife)	pieces	2.0	22.0	44.0	100.0
设备	small hammer (0.5-1kg)	pieces	3.0	120.0	360.0	100.0
施工材料	Stones available at site locally
技术维护所需总成本					7129.0
技术维护总成本，美元					101.84

4.7 影响成本的最重要因素

描述影响成本的最决定性因素:

Size of the check dam/check wall
Frequency and intensity of the damage to the structures
Labor availability

5.1 气候

5.2 地形

说明该技术是否专门应用于:

• 凹陷情况

关于地形的注释和进一步规范:

Altitude of evaluated sites: 1800-1990m
Average Slope: 25-+30%

5.3 土壤

如有可能，附上完整的土壤描述或具体说明可用的信息，例如土壤类型、土壤酸碱度、阳离子交换能力、氮、盐度等。:

Mountain/hill soils are a collective name given to various types of soils found under the following conditions :
-under sub-tropical, temperate and sub-alpine conditions
-under various forest types

Characteristics: very thin, fertile, and may be less than a centimeter deep on steep slopes; they are mixed with pebbles, shingles (a mass of small rounded pebbles), and gravels; they have a low-medium water holding capacity. Angular and subangular fragments of parent rock may be found mixed with the lower layers of the mountain and hill soils.

Texture: varies from loamy to sandy loam.
Soil Reaction: ranges from acidic to neutral (pH 4.6 to 6.5)
Organic Matter content: 1-5%

Ferrugenous red roils are found in this district and are well developed over Himalayan rocks (quartzite, biotite schist, amphibolite schist). They are free of carbonates and deficient in nitrogen, humus and phosphorus, light textured, porous, and friable (brittle/crumbly). The soil depth ranges from about 10cm-75 cm. These soils may be grouped into two on basis of morphology

1. Red earths- loose, friable topsoil rich in secondary concretions (hard, compact mass of matter formed by the precipitation of mineral cement within the spaces between particles, and is found in sedimentary rock or soil)
2. Red loam- argillaceous soils having a blocky structure (argillaceous minerals may appear silvery upon optical reflection and are minerals containing substantial amounts of clay-like components, e.g. argillaceous limestones are limestones consisting predominantly of calcium carbonate, but including 10-40% of clay minerals)

Brown soil: is found particularly under dense broadleaved temperate and sub-alpine forests. There occurs a thick layer of humus on the forest floor (made of decomposed leaves, branches, twigs) and the topsoil is extremely rich in humus

Podsolic Soil: soil that has developed in humid/temperate conditions usually under coniferous forests (e.g. deodar, blue pine, fir, spruce) over quartzite, granites, schists and gneiss.

Citation: Kumaun: The Land and the People, Sharad Singh Negi (1993)

5.4 水资源可用性和质量

水的盐度有问题吗？:

否

该区域正在发生洪水吗？:

否

关于水质和水量的注释和进一步规范:

Quantity: Water crisis has been a perennial problem in both the rural and urban areas of the Pithoragarh district
There is scarcity of safe drinking water of the villages in the study area. Hand pumps are often not functioning, pipe-water schemes are unreliable and the spring discharges have reduced during the dry season. Hand-pumped water often has a high iron content and bitter taste. Poor quality of groundwater in some of the naulas is mainly due to misuse and/or disuse of the structures.

A block-district groundwater resource estimation could not be carried out as the area is hilly (with slope >20%) and in major part aquifers are small, isolated bodies, and groundwater abstraction is done mainly through hand pumps and springs with small discharges.

However, we collected some physicochemical parameters that indicate the water (sourced from springs) is of good quality:

Water Quality Parameters of Springs:
pH: 6.29-8.18
Temp: 19.0-23.5 ºC
Electrical Conductivity: 109-504 µmsiemens
Total Dissolved Solids: 75-385 ppm

Other Parameters (from springs of nearby district, Champawat)
Electrical Conductivity: 127-222 µmsiemens
pH: 7.69-8.24
Calcium: 16-36 mg/l
Magnesium: 4.9-7.3 mg/l
Bicarbonate: 61-134 mg/l
Chloride: 5.3- 8.9 mg/l
Total Hardness as CaCO3: 70-110 mg/l

Source: Government of India Ministry of Water Resources, Central Ground Water Board, 2009 Groundwater Brochure of Champawat District (2009)

5.5 生物多样性

关于生物多样性的注释和进一步规范:

Uttarakhand has more than 7000 species of medicinal plants and 500 species of fauna. Floral diversity contributes 31% of total floral density of India. Fauna contributes just 1.58% of the total faunal density of the country. There are 119 endemic species of flowering plants in the state that exhibited 2.35% endemism and 35 faunal endemic species. Because it lies at the juncture of India, Nepal and the Tibeten Autononmous region, there often cases of poaching and smuggling of wildlife contrabands, including bear bile, musk pods and leopard skins through the borders. Yarsa Gumba Ophiocordyceps sinensis, commonly known as Caterpillar Fungus, is also illegally traded transboundary in the region, together with various plant species. Due to anthropogenic impacts, changes is soil quality, and climatic elements, the biodiversity of our study site is not as high as in other areas of the Pithoragarh district.

Citation: Sundriyal, M. & Sharma, B. (2016). Status of Biodiversity in Central Himalaya, Applied Ecology and Environmental Sciences, 4( 2), 37-43.

5.6 应用该技术的土地使用者的特征

说明土地使用者的其他有关特征:

With recent development in Pithoragarh, an influx of funds coming from outside sources has caused a decline in the importance of agriculture production, which in now marginalized, based on female labour, and mainly conducted for subsistence with little surplus to sell. High caste men do not work in cultivation at all, and male tasks such as ploughing are performed by the Scheduled Caste.

Although most women are still cultivating, their work has lost economic importance. For most families, the produce does not cover the needs of the household and surplus must be bought from the market. Many of the terraces that were formerly fruit orchards (mainly citrus) have been completely abandoned. Farming is less intensive and landholdings are small and fragmented. The main crops are wheat, millet, and pulses, but yields are low as the land is not irrigated. Less livestock (cows, goats, buffalo) is kept because of the labor involved. Very little capital is returned to farming. Crops produced for the markets in the plains are replacing traditional crops to sustain the household.

With exposure to the“Modern” lifestyle, new values have also been accepted. Two children are the norm (the ideal being one son and one daughter, but at least one son in a must). Although access to education is quite good, it does not seem to result in working careers for women. The women, both young and old, spend their days with domestic and agriculture work. Several village persons stated that it would be best to educate their daughters so they could get a government job.

5.7 应用该技术的土地使用者使用的平均土地面积

5.8 土地所有权、土地使用权和水使用权

土地所有权:

• 社区/村庄

土地使用权:

• 社区（有组织）

用水权:

• 自由进入（无组织）
• 社区（有组织）

土地使用权是否基于传统的法律制度？:

是

具体说明:

Under the Kumaun Panchayat forest rules of 1931 (amended in 1976): A Van Panchayat, (community forest council), can be formed out of non-private land within the settlement boundaries of a village. Accordingly, all villagers are members of the VP upon their approval by a Sub-Divisional Magistrate under the state Revenue Department. The members are collectively referred to as the general body, which selects the management committee members through a democratic process.

注释:

5-9 elected members assume control and regulation of forest resources. They additionally raise funds and mobilize the village to protect and support sustainable land use.

5.9 进入服务和基础设施的通道

注释:

The situation of infrastructure is difficult and inconsistent in the hill regions because of the terrain. The major infrastructural issues are drinking water and irrigation facilities, electricity, transportation and communication facilities and social infrastructure (housing and education). As for financial services, only the State Bank of India (SBI) is active in the hill regions where it is trying to achieve the objective of 100% financial inclusion. Some villages mentioned buying into into agricultural insurance in the past, however this was a temporary enterprise and they were never compensated after extreme climatic events that occurred and damaged over 70% of their crop.

Though infrastructure and education has generally improved over the years, institutional and marketing networks in the region aimed at supporting hill-farmers are lacking.

6.1 该技术的现场影响

社会经济效应

生产

社会文化影响

生态影响

水循环/径流

土壤

生物多样性:植被、动物

减少气候和灾害风险

6.2 该技术的场外影响已经显现

6.3 技术对渐变气候以及与气候相关的极端情况/灾害的暴露和敏感性（土地使用者认为的极端情况/灾害）

渐变气候

渐变气候

	季节	增加或减少	该技术是如何应对的？
年温度		增加	好
其他渐变气候	Irregular rainfall	增加	好

气候有关的极端情况（灾害）

气象灾害

	该技术是如何应对的？
局地暴雨	好

气候灾害

	该技术是如何应对的？
干旱	好
森林火灾	好

水文灾害

	该技术是如何应对的？
山洪暴发	好
滑坡	适度

注释:

Some check dams and check walls are more durable than others. Depending on the site specific conditions, some do very well after incidences such as after an extreme rainstorm. However this depends on the design/structural soundness, the level of maintenance, and overall hydrological impact. For example, the large check walls in the ravine of Nakina have required immense reconstruction and have required significant effort to maintain, as they receive a huge amount of flow during monsoon each year. The size and slope of the gully are impactful determinants for how sensitive/enduring the structure is.

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）？

注释:

Although maintenance can be troublesome and require lots of manual labor for repair, the long term benefits and avoided damage from monsoon runoff outweigh the costs/effort.

6.5 技术采用

• > 50%

在所有采用这项技术的人当中，有多少人是自发的，即未获得任何物质奖励/付款？:

• 11-50%

注释:

In many cases, collective action is encountered at all stages for these technologies, from planning and construction, to demolition of temporary check-dams without any technical or financial backing from the state.

6.6 适应

最近是否对该技术进行了修改以适应不断变化的条件？:

否

6.7 该技术的优点/长处/机会

土地使用者眼中的长处/优势/机会
Decrease velocity of runoff and erosive processes to the landscape
Support recharge of groundwater/springshed recharge
Increase water availability for surrounding vegetation
Well constructed check dams function as permanent installations and require little maintenance
The technology is relatively inexpensive and easy to install

编制者或其他关键资源人员认为的长处/优势/机会
Views aligned with the land-user
There is potential for the village to construct more check dams and use the water for storage/irrigation purposes

6.8 技术的弱点/缺点/风险及其克服方法

土地使用者认为的弱点/缺点/风险	如何克服它们？
Removal and reconstruction can be costly for some types of check dams	Give thorough attention to the criteria for the site selection to avoid the need for removal; stress the need for maintenance and structure check ups.
There can be turbulence downstream, causing erosion of the channel banks.	Vegetative interventions can support these structures, so trees or shrubs can be planted around and in the spaces between check dams to further decrease runoff velocity, increase infiltration, and act as a shock absorber.

编制者或其他关键资源人员认为的弱点/缺点/风险	如何克服它们？
Aligned with the land user	The government should consider providing appropriate incentives for constructing and managing check-dams, which enable more efficient use of water and also generate the positive externality of recharging ground water in surrounding areas.
Check dam construction, if not done by skilled labour, can fail. These situations often arise and become noticeable to the land users when check-dams located upstream are damaged and there is a rapid flow of water to check-dams located downstream.	Special maintenance can be performed by designated people to monitor the status of check dams upstream
The large check dams have consistent issues and appear to require more reconstruction. These structures are located downstream and must bear more pressure. The reason for their damage could be inconsistency in repairing existing damage before monsoon. Construction cost is then increased, as additional cost is incurred in removing the accumulated silt and arranging new boulders.	The land users should organize themselves more formally for check dam reconstruction is this area. Collectively generating the necessary capital and labor needed for timely reconstruction may be required from external sources like the Forest Department or JICA organization.

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:

Evaluation of the effect of porous check dam location on fine sediment retention (a case study), A. M. Hassanli, A. Esmaeli Nameghi, S. Beecham, 2007.

可以从哪里获得?成本如何?

DOI 10.1007/s10661-008-0318-2

7.3 链接到网络上的相关信息

标题/说明:

Mainstreaming Slope Stability Management

URL:

http://www.research4cap.org/Library/ScottWilson-LaoPDR-2009-Slopes+Theme8.5+6+Retaining+Wall+Design+PPT+E-SEACAP21-v111220.pdf

标题/说明:

Policy Brief: Spring Revival through Sustainable Land Management (SLM) in the Himalayan Foothills: Uttarakhand, North India. Author: Liniger HP, Bandy J, Year: 2020

URL:

https://www.wocat.net/en/projects-and-countries/projects/onsite-and-offsite-benefits-sustainable-land-management/india

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Video: SLM for Himalayan Spring Revival. Author: Liniger HP, Bandy J, Year: 2020

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https://vimeo.com/429988881