Check dams from stem cuttings [Nicaragua]
- Creation:
- Update:
- Compiler: Mathias Gurtner
- Editor: –
- Reviewers: Deborah Niggli, Alexandra Gavilano
Diques de postes prendedizos (Spanish)
technologies_1719 - Nicaragua
View sections
Expand all Collapse all1. General information
1.2 Contact details of resource persons and institutions involved in the assessment and documentation of the Technology
SLM specialist:
Rodriguez Roger
PASOLAC
Nicaragua
SLM specialist:
Mongalo Reinerio
Sociación Tierra y Vida (AT&V)
Nicaragua
Name of project which facilitated the documentation/ evaluation of the Technology (if relevant)
Book project: where the land is greener - Case Studies and Analysis of Soil and Water Conservation Initiatives Worldwide (where the land is greener)1.3 Conditions regarding the use of data documented through WOCAT
The compiler and key resource person(s) accept the conditions regarding the use of data documented through WOCAT:
Yes
1.4 Declaration on sustainability of the described Technology
Is the Technology described here problematic with regard to land degradation, so that it cannot be declared a sustainable land management technology?
No
2. Description of the SLM Technology
2.1 Short description of the Technology
Definition of the Technology:
Gully rehabilitation by check dams made of stem cuttings from trees. These living barriers retard concentrated runoff and fill up the gullies gradually with sediment.
2.2 Detailed description of the Technology
Description:
Stem cuttings from specific tree species have the ability to strike roots and continue growing after being planted into the earth. In this case study local species have been used to create check dams in gullies: these include jinocuebo (Simaroubaceaes bombacaceaes, and also jobo, tiguilote, pochote from the same family). Other suitable species are jocote (Spondias purpurea) and madero negro (Gliricidia sepium). As an option the pinapple-like piñuela (Bromelia pinguin) can be planted in association with the stem cuttings to further reinforce the system. Tree stems are cut into pieces 5-15 cm thick and 1.5-2.5 m long, depending on the depth of the gully. The cuttings are planted to half of their length, and formed into semi-circular barriers (see diagram). The dams retard runoff and thus retain eroded sediment. Spacing between dams depends on the gradient of the gully bed. For example on a 15% slope it is recommended to build a dam every 4 meters (see spacing under establishment activities). Between dams, the gully gradually fills up with eroded soil, the speed of the runoff is further reduced and agricultural land that has been divided by the gully is reconnected. Large and deep gullies may change over time into a sequence of narrow fertile terraces where crops can be grown.
However, the check dams should be seen as part of an integrated catchment management and protection plan, and thus be supported by other SWC measures on the lateral slopes, such as retention ditches and/or live barriers laid out along the contour. Erosion and runoff control on the sides of each gully is an essential part of the rehabilitation process. These check dams of rooted poles are more robust and durable than stone dams in soils of sandy/ loamy texture. On moderate and steep slopes a combination of stem cutting and stone dams is recommended.
After two to three years the barriers should be pruned - yielding wood and fodder. Dead poles should be replaced and the dam widened if necessary.
In this case study the dams are constructed in a semi-arid region with erratic rainfall where gullies are common on agricultural land, be it cropland or grazing land. The land users are mainly peasant farmers, growing crops for subsistence on smallholdings, and living in very poor conditions. This system of gully rehabilitation is promoted by an NGO entitled ‘Asociación Tierra y Vida’ through farmerto-farmer (campesino a campesino) extension.
2.3 Photos of the Technology
2.5 Country/ region/ locations where the Technology has been applied and which are covered by this assessment
Country:
Nicaragua
Region/ State/ Province:
Santa Teresa, Paso de la Solera
Further specification of location:
Carazo, Nicaragua
Comments:
Total area covered by the SLM Technology is 5 km2.
Map
×2.6 Date of implementation
If precise year is not known, indicate approximate date:
- less than 10 years ago (recently)
2.7 Introduction of the Technology
Specify how the Technology was introduced:
- through projects/ external interventions
3. Classification of the SLM Technology
3.1 Main purpose(s) of the Technology
- reduce, prevent, restore land degradation
- reduce risk of disasters
3.2 Current land use type(s) where the Technology is applied
Cropland
- Annual cropping
Specify:
Longest growing period in days: 100, Longest growing period from month to month: May to August; Second longest growing period in days: 90, Second longest growing period from month to month: September to November
Grazing land
Comments:
Major land use problems (compiler’s opinion): There is a range of factors that limit agricultural production in the area: soil degradation, extensive gully formation on crop land, low soil fertility, lack of inputs for crop production, erratic precipitation. Also, lack of interest/knowledge and lack of resources hinder the implementation of SWC measures.
3.4 Water supply
Water supply for the land on which the Technology is applied:
- rainfed
3.5 SLM group to which the Technology belongs
- cross-slope measure
3.6 SLM measures comprising the Technology
vegetative measures
- V5: Others
structural measures
- S4: Level ditches, pits
- S5: Dams, pans, ponds
Comments:
Specification of other vegetative measures: stem cuttings; live barriers along contour (supp.)
Specification of other structural measures: check dams; retention ditches
3.7 Main types of land degradation addressed by the Technology
soil erosion by water
- Wg: gully erosion/ gullying
3.8 Prevention, reduction, or restoration of land degradation
Specify the goal of the Technology with regard to land degradation:
- restore/ rehabilitate severely degraded land
4. Technical specifications, implementation activities, inputs, and costs
4.1 Technical drawing of the Technology
Technical specifications (related to technical drawing):
Stem cuttings planted in gullies to form living check dams: recently planted (left) and cuttings that have begun to take root and sprout, resulting in the gully becoming filled with trapped sediment (right).
Technical knowledge required for field staff / advisors: low
Technical knowledge required for land users: moderate
Main technical functions: control of concentrated runoff: retain / trap, levelling of land
Secondary technical functions: reduction of slope angle, reduction of slope length
Construction material (wood): jinocuebo (Simaroubaceaes bombacaceaes, and also jobo, tiguilote, pochote from the same family), j
Slope (which determines the spacing indicated above): 15%
Author:
Mats Gurtner
4.3 Establishment activities
Activity | Timing (season) | |
---|---|---|
1. | Calculate and mark spacing between structures. | efore rainy season (April/May) |
2. | Cut poles out of selected local trees (diameter: 5–15 cm,length: 1.5–2.5 m depending on gully depth). | before rainy season (April/May) |
3. | Dig small semi-circular ditches at the gully bottom (the depth of theditch is half the length of the cuttings). | before rainy season (April/May) |
4. | Plant the cuttings vertically into the ditch; put the thicker cuttingsin the middle of the gully where runoff velocity is higher. | efore rainy season (April/May) |
5. | Fill ditch with excavated earth to fix the cuttings. | before rainy season (April/May) |
6. | Water to encourage rooting. | before rainy season (April/May) |
4.4 Costs and inputs needed for establishment
Specify input | Unit | Quantity | Costs per Unit | Total costs per input | % of costs borne by land users | |
---|---|---|---|---|---|---|
Labour | labour | ha | 1.0 | 100.0 | 100.0 | 100.0 |
Equipment | tools | ha | 1.0 | 20.0 | 20.0 | |
Equipment | wheelbarrow | ha | 1.0 | 10.0 | 10.0 | 100.0 |
Construction material | wood | ha | 1.0 | 60.0 | 60.0 | 100.0 |
Total costs for establishment of the Technology | 190.0 | |||||
Total costs for establishment of the Technology in USD | 190.0 |
Comments:
Duration of establishment phase: 2 month(s)
4.5 Maintenance/ recurrent activities
Activity | Timing/ frequency | |
---|---|---|
1. | Biotrampas: pruning the trees | every three years. |
2. | Cut-off drains: clearing of sediment, cutting bushes and grasses. | |
3. | Stone check dams: pruning trees and bushes every three years. After fullsedimentation, the dam may be increased in height. | |
4. | Wooden check dams: pruning trees and bushes | every three years. |
4.6 Costs and inputs needed for maintenance/ recurrent activities (per year)
Specify input | Unit | Quantity | Costs per Unit | Total costs per input | % of costs borne by land users | |
---|---|---|---|---|---|---|
Labour | labour | ha | 1.0 | 30.0 | 30.0 | 100.0 |
Construction material | wood | ha | 1.0 | 5.0 | 5.0 | 100.0 |
Total costs for maintenance of the Technology | 35.0 | |||||
Total costs for maintenance of the Technology in USD | 35.0 |
Comments:
Costs are calculated for a 100 m long, 2 m wide and 1 m deep gully with check dams every 4 m, on the basis of one gully per hectare.
4.7 Most important factors affecting the costs
Describe the most determinate factors affecting the costs:
The wood (for poles) belongs to the land users themselves, thus the ‘cost’ does not involve purchase.
5. Natural and human environment
5.1 Climate
Annual rainfall
- < 250 mm
- 251-500 mm
- 501-750 mm
- 751-1,000 mm
- 1,001-1,500 mm
- 1,501-2,000 mm
- 2,001-3,000 mm
- 3,001-4,000 mm
- > 4,000 mm
Agro-climatic zone
- semi-arid
5.2 Topography
Slopes on average:
- flat (0-2%)
- gentle (3-5%)
- moderate (6-10%)
- rolling (11-15%)
- hilly (16-30%)
- steep (31-60%)
- very steep (>60%)
Landforms:
- plateau/plains
- ridges
- mountain slopes
- hill slopes
- footslopes
- valley floors
Altitudinal zone:
- 0-100 m a.s.l.
- 101-500 m a.s.l.
- 501-1,000 m a.s.l.
- 1,001-1,500 m a.s.l.
- 1,501-2,000 m a.s.l.
- 2,001-2,500 m a.s.l.
- 2,501-3,000 m a.s.l.
- 3,001-4,000 m a.s.l.
- > 4,000 m a.s.l.
5.3 Soils
Soil depth on average:
- very shallow (0-20 cm)
- shallow (21-50 cm)
- moderately deep (51-80 cm)
- deep (81-120 cm)
- very deep (> 120 cm)
Soil texture (topsoil):
- medium (loamy, silty)
- fine/ heavy (clay)
Topsoil organic matter:
- low (<1%)
5.6 Characteristics of land users applying the Technology
Market orientation of production system:
- subsistence (self-supply)
- mixed (subsistence/ commercial)
Off-farm income:
- 10-50% of all income
Individuals or groups:
- individual/ household
Indicate other relevant characteristics of the land users:
Off-farm income specification: temporary or permanent migration, particularly young people
5.7 Average area of land used by land users applying the Technology
- < 0.5 ha
- 0.5-1 ha
- 1-2 ha
- 2-5 ha
- 5-15 ha
- 15-50 ha
- 50-100 ha
- 100-500 ha
- 500-1,000 ha
- 1,000-10,000 ha
- > 10,000 ha
Is this considered small-, medium- or large-scale (referring to local context)?
- small-scale
5.8 Land ownership, land use rights, and water use rights
Land ownership:
- individual, not titled
- individual, titled
Land use rights:
- leased
- individual
6. Impacts and concluding statements
6.1 On-site impacts the Technology has shown
Socio-economic impacts
Production
crop production
Comments/ specify:
where gullies planted
fodder production
Comments/ specify:
eg madero negro=Gliricidium sepium
wood production
Comments/ specify:
medium term
Income and costs
farm income
workload
Comments/ specify:
during establishment phase
Socio-cultural impacts
community institutions
conflict mitigation
improves relationships between land users
Ecological impacts
Soil
soil moisture
soil loss
nutrient cycling/ recharge
6.2 Off-site impacts the Technology has shown
downstream flooding
downstream siltation
groundwater/ river pollution
6.4 Cost-benefit analysis
How do the benefits compare with the establishment costs (from land users’ perspective)?
Short-term returns:
negative
Long-term returns:
positive
How do the benefits compare with the maintenance/ recurrent costs (from land users' perspective)?
Short-term returns:
neutral/ balanced
Long-term returns:
very positive
6.5 Adoption of the Technology
- > 50%
Comments:
66% of land user families have adopted the Technology with external material support
30% of all farmers approached by the project (about 400 out of 1,200 land users) have built these check dams. Seeds, tools and credits were provided as incentives; the reasons for implementation included both the attraction of the incentives and perceived ecological benefits in terms of rehabilitation of degraded areas.
34% of land user families have adopted the Technology without any external material support
There is a strong trend towards spontaneous adoption of the Technology
6.7 Strengths/ advantages/ opportunities of the Technology
Strengths/ advantages/ opportunities in the compiler’s or other key resource person’s view |
---|
Facilitated land management: area is no longer divided by gullies |
Retards runoff speed: decreases erosion |
Accumulation of fertile earth above the check dams, possibility of growing crops on ‘terraces’ between the structures |
Increased soil moisture |
6.8 Weaknesses/ disadvantages/ risks of the Technology and ways of overcoming them
Weaknesses/ disadvantages/ risks in the compiler’s or other key resource person’s view | How can they be overcome? |
---|---|
The check dams used alone as SWC measure may not be adequate to withstand concentrated runoff | It is important to combine this technology with other SWC practices (e.g. retention ditches on slopes at both sides of gully, live fences, etc). |
Only likely to be applied where land use rights are guaranteed. | |
Labour intensive. |
7. References and links
7.1 Methods/ sources of information
- field visits, field surveys
- interviews with land users
When were the data compiled (in the field)?
01/02/2004
7.2 References to available publications
Title, author, year, ISBN:
Gurdiel G . La construcción de diques. Tierra Fresca, Simas-Enlace, Managua. 1993.
Title, author, year, ISBN:
Guía Técnica de Conservación de Suelos y Agua. PASOLAC, Managua. 2000.
Title, author, year, ISBN:
LUPE . Manual Práctico de Manejo de Suelos en Laderas. Secretaría de Recursos Naturales, Tegucigalpa, Honduras. 1994.
Links and modules
Expand all Collapse allLinks
No links
Modules
No modules