1.2 ព័ត៌មានលម្អិតពីបុគ្គលសំខាន់ៗ និងស្ថាប័នដែលចូលរួមក្នុងការវាយតម្លៃ និងចងក្រងឯកសារនៃបច្ចេកទេស

ឈ្មោះអង្គភាពមួយ (ច្រើន) ដែលបានចងក្រងឯកសារ/ វាយតម្លៃបច្ចេកទេស (បើទាក់ទង)

Soil Conservation, Land Use and Water Adminstratio (Soil Conservation, Land Use and Water Adminstratio) - ប្រទេសស៊ូដង់

1.3 លក្ខខណ្ឌទាក់ទងទៅនឹងការប្រើប្រាស់ទិន្នន័យដែលបានចងក្រងតាមរយៈ វ៉ូខេត

អ្នកចងក្រង និង(បុគ្គលសំខាន់ៗ)យល់ព្រមទទួលយកនូវលក្ខខណ្ឌនានាទាក់ទងទៅនឹងការប្រើប្រាស់ទិន្នន័យដែលបានចងក្រងតាមរយៈវ៉ូខេត:

បាទ/ចា៎

1.4 សេចក្តីប្រកាសស្តីពីចីរភាពនៃការពណ៌នាពីបច្ចេកទេស

តើបច្ចេកទេសដែលបានពណ៌នានេះមានបញ្ហាដែលផ្តោតលើការធ្លាក់ចុះគុណភាពដី, បើដូច្នេះវាមិនអាចត្រូវបានប្រកាសថាជាបច្ចេកទេសនៃការគ្រប់គ្រងប្រកបដោយចីរភាពទេ?

ទេ

1.5 ការយោងទៅលើកម្រងបញ្ជីសំណួរនៃវិធីសាស្ត្រផ្សព្វផ្សាយ SLM

2.1 ការពណ៌នាដោយសង្ខេបពីបច្ចេកទេស

និយមន័យបច្ចេកទេស:

Water Spreading (or Spate Irrigation system) conducted through the construction of earth dam structures at the khor cross section.

2.2 ការពណ៌នាលម្អិតពីបច្ចេកទេស

ការពណ៌នា:

Water Spreading (or Spate Irrigation) can be done through the construction of an angled bank or weir – with a spillway in case of excess flow – to divert a “khor” (ephemeral stream) and spread it (using spaced contour bunds) for crop production.

Water Spreading from khors or wadis where channelized runoff/ floodwater is diverted onto plains which are then cultivated on residual moisture. An example of a scheme which was constructed in 1999 is located at Hashitribab, some 7 km from Sinkat on the road towards Kassala. This scheme, comprising a stone-pitched earth diversion barrier across a khor (an ephemeral water course), is documented by using among others the WOCAT Questionnaire and WOCAT’s QA. While the diversion is still intact and provides water to the fields about one kilometre downstream (there were young sorghum plants growing at the time of the visit in November 2011) maintenance will be needed.
There was only a very small input of voluntary labour in its original construction (comprising a contribution in terms of stone pitching).

Construction by the Government, using machinery, with little local contribution might explain why voluntary maintenance of the structures has been negligible. Water spreading schemes have gradually expanded in number over the last 20 years in Red Sea State (according to Sayed Dabloub’s personal comment). Currently it was confirmed that there are new sites under planning and construction.

The purposes of diversion dam construction was to divert the main water course to take its way in the crop growing area replacing the old one and being controlled by small diversion dams (terraces to spread water for even water distribution through the original land. These terraces remarkably reduce gully formation.
Most important purpose is to provide water to growing crops in an area which is too dry for rain fed production and where no source for irrigation is available. It secures moisture during the growing season, by allowing more water to penetrate soil and to preserve moisture for a longer period at plant root zone.
The decrease of flood water velocity leads to silt accumulation and other debris materials which increase soil capability in providing moisture, nutrients and maintain soil structure and conservation.

For the earthen/stone-pitched diversion structure with spillway and small haffir alongside machines have been used (mainly loaders provided by the government) which excavated and built the bund. In addition local communities were involved in some aspects of the establishment (mainly stone pitching) supported/subsidized with incentives. The structure/scheme at Hashitribab (close to Sinkat) was built in 1999 (and no maintenance has been done since that time). It helps in watering about 500 feddan (c. 200 hectares) of agricultural area where water is spread by the use of small contour bunds: these were also constructed using subsidies and machines.
Terraces are usually used to control water spreading along the cropped area. Those terraces usually receive the water at low speed velocity. For that reason they are very small in size and volume. Usually they are located in very gentle and uniformed areas. The terraces can be constructed by simple hand tool and tractors accessories. But the prolonged drought makes the maintenance difficult as the dry soil is more susceptible to wind erosion and sand accumulation on both sides of the dam and the bottom of the bund is one of several desertification phenomenon in the region. But the wind-blown sand is one of the most serious one especially in the dry lands of the Red Sea State. Contour survey for land leveling slope identification and location is an important step before implementation.

The study site is located in the arid region of Red Sea State where steep hills from north-south inland mountains are interrupted by arid plains. The population density is low and the population depends on both cropping and livestock with high incidence of poverty. For this reason there should be a clear plan for construction and community extension approach to care about the maintenance of the technology. About 120 families live in Hashitribab area. All the year round they secure their provision by storing food crops in particular sorghum.

2.3 ​រូបភាពនៃបច្ចេកទេស

2.5 ប្រទេស/តំបន់/ទីតាំងកន្លែង ដែលបច្ចេកទេសត្រូវបានអនុវត្ត និងបានគ្រប់ដណ្តប់ដោយការវាយតម្លៃនេះ

2.6 កាលបរិច្ឆេទនៃការអនុវត្ត

ប្រសិនបើមិនច្បាស់ឆ្នាំ សូមបញ្ជាក់កាលបរិច្ឆេទដែលប្រហាក់ប្រហែល:

• 10-50 ឆ្នាំ

2.7 ការណែនាំពីបច្ចេកទេស

សូមបញ្ជាក់តើបច្ចេកទេសត្រូវបានណែនាំឱ្យអនុវត្តដោយរបៀបណា:

• តាមរយៈការបង្កើតថ្មីរបស់អ្នកប្រើប្រាស់ដី

មតិយោបល់ (ប្រភេទនៃគម្រោង ។ល។):

This scheme was built – in 1999 - on the site of a smaller traditional diversion

3.1 គោលបំណងចម្បង (១​ ឬច្រើន)​ នៃបច្ចេកទេសនេះ

• ធ្វើឱ្យប្រសើរឡើងនូវផលិតកម្ម
• កាត់បន្ថយ, បង្ការ, ស្តារឡើងវិញនូវការធ្លាក់ចុះគុណភាពដី

3.2 ប្រភេទដីប្រើប្រាស់មួយប្រភេទ (ច្រើនប្រភេទ) ដែលបានអនុវត្តបច្ចេកទេស

មតិយោបល់:

Major land use problems (compiler’s opinion): Soil vulnerability to erosion due to rainfall irregularity and characterized by drought cycles; in some years rainfall recorded complete absence. Bare and and dried soils are easily affected by erosion agents (wind and water erosion) as these soils are weakly tolerant. Soils in plains are very poor, not renewable and are affected more than soils in seasonable rivers which are renewable with high soil water moisture.
Major land use problems (land users’ perception): Rain fed soils are weak in moisture holding capacity contrast to soils in flush irrigation soils and preferably used for seasonal cultivation by users and producing stable food crops with good productivity besides all underground water for human consumption and livestock through wells at reasonable depths are to be found.
Future (final) land use (after implementation of SLM Technology): Cropland: Ca: Annual cropping

3.3 ព័ត៌មានបន្ថែមអំពីអ្នកប្រើប្រាស់ដី

ផ្សេងៗ (ឧ. ក្រោយពីទឹកជំនន់):

• post-flooding

ចំនួនសារដែលដាំដំណាំក្នុងមួយឆ្នាំ:

• 1

សូមបញ្ជាក់:

Longest growing period in days: 90

3.4 ក្រុម SLM ដែលបច្ចេកទេសស្ថិតនៅក្នុង

• វិធានការអនុវត្តកាត់ទទឹងទីជម្រាល
• ការបែងចែកទឹក និងប្រព័ន្ធបង្ហូរ

3.5 ការសាយភាយនៃបច្ចេកទេស

បញ្ជាក់ពីការសាយភាយនៃបច្ចេកទេស:

• ត្រូវបានផ្សព្វផ្សាយត្រឹមតំបន់មួយ

ប្រសិនបើបច្ចេកទេសត្រូវបានសាយភាយពាសពេញតំបន់ណាមួយ សូមកំណត់ទំហំផ្ទៃដីអនុវត្តន៍:

• 1-10 គម2

មតិយោបល់:

This covers just one example of water spreading within the State: there are many but their exact extent is not known. The 2.5 km2 covers the area of the spate water diversion structure in the upper/ mid-stream and the zone where the crop is grown closer to the coastal area. The same is practiced throughout the area in the Red Sea State (It is over 100 and crop are approximately range between 20,000 to 30,000 feddans as an average in the State)

3.6 វិធានការ SLM ដែលបញ្ចូលនូវបច្ចេកទេស

3.7 កំណត់ប្រភេទនៃការធ្លាក់ចុះគុណភាពដីសំខាន់ៗដែលបច្ចេកទេសនេះបានដោះស្រាយ

មតិយោបល់:

Main causes of degradation: crop management (annual, perennial, tree/shrub) (Clearance of land from resdues to mitigate erosion), overgrazing (Stocking at trees and shrubs continue during the flowering stage preventing seeds production.), industrial activities and mining (To manage mining activities.), change in temperature (Reduced rainfall rate and more affection by wind erosion.), change of seasonal rainfall (More unpredictable and uncertain), Heavy / extreme rainfall (intensity/amounts) (affect in water erosin), droughts (affect passively on the vegetation cover and disintegration of rural families.), poverty / wealth (Not able to conserve resources)
Secondary causes of degradation: soil management (Breaking and blanking soil clods, and leveling and furrowing to increase soil roughness specially at wet seasons to reduce water erodability.), deforestation / removal of natural vegetation (incl. forest fires) (excessive use of tree products), over-exploitation of vegetation for domestic use (Rising population and thus more resource requirements. This is typically is round growing population at urban at centres unlike to people in rural areas except at rainy season where they are gathered), urbanisation and infrastructure development (Sequence to absence of infrastructures and related problems of drought increased rural migration to urban areas.), wind storms / dust storms (Erosion of top soil by wind blown.), floods (unless controlled), inputs and infrastructure: (roads, markets, distribution of water points, other, …) (Blocking water flow in some areas), education, access to knowledge and support services (Low environmental awareness and preparedness.)

3.8 ការពារ កាត់បន្ថយ ឬស្តារឡើងវិញនៃការធ្លាក់ចុះគុណភាពដី

បញ្ជាក់ពីគោលដៅរបស់បច្ចេកទេស ដែលផ្តោតទៅការធ្លាក់ចុះគុណភាពដី:

• ការការពារការធ្លាក់ចុះគុណភាពដី
• ការជួសជុល/ ស្តារឡើងវិញនៃឱនភាពដីធ្ងន់ធ្ងរ

4.1 គំនូសបច្ចេកទេសនៃបច្ចេកទេសនេះ

4.2 លក្ខណៈពិសេសនៃបច្ចេកទេស/ ពណ៌នាពីគំនូរបច្ចេកទេស

Drawing shows the diversion dams, reservoir (hafir) and channal
Location: Hshateribab. Sinkat Locality
Date: 1998

Technical knowledge required for field staff / advisors: moderate (Agriculture extension)
Technical knowledge required for land users: low (Raising community technical capacity)
Main technical functions: control of raindrop splash, control of dispersed runoff: retain / trap, control of concentrated runoff: retain / trap, improvement of ground cover, increase of surface roughness, increase of infiltration, increase of groundwater level / recharge of groundwater, water spreading

Dam/ pan/ pond
Width of ditches/pits/dams (m): 9
Height of bunds/banks/others (m): 2.5
Width of bunds/banks/others (m): 6
Length of bunds/banks/others (m): ˃100

Wall/ barrier
Height of bunds/banks/others (m): 2.5
Width of bunds/banks/others (m): 6
Length of bunds/banks/others (m): ˃100

Lateral gradient along the structure: 0.5 - 1%

4.4 សកម្មភាពបង្កើត

	សកម្មភាព	ប្រភេទវិធានការ	ពេលវេលា
1.	Excavation of foundation trenches.	រចនាសម្ព័ន្ធ	1 week
2.	Backfilling with heavy soil	រចនាសម្ព័ន្ធ	1 day
3.	Establishment diversion structure	រចនាសម្ព័ន្ធ	8 weeks
4.	Stonepitching by hand	រចនាសម្ព័ន្ធ	3 weeks
5.	Construction of spillway	រចនាសម្ព័ន្ធ	2 weeks

4.5 ថ្លៃដើម និងធាតុចូលដែលត្រូវការសម្រាប់ការបង្កើតបច្ចេកទេស

	បញ្ជាក់ពីធាតុចូល	ឯកតា	បរិមាណ	ថ្លៃដើមក្នុងមួយឯកតា	ថ្លៃធាតុចូលសរុប	% នៃថ្លៃដើមដែលចំណាយដោយអ្នកប្រើប្រាស់ដី
កម្លាំងពលកម្ម	labour	ha	1,0	57,0	57,0
សម្ភារៈ	machine use	ha	1,0	355,0	355,0
ថ្លៃដើមសរុបក្នុងការបង្កើតបច្ចេកទេស					412,0

4.6 សកម្មភាពថែទាំ

	សកម្មភាព	ប្រភេទវិធានការ	ពេលវេលា/ ភាពញឹកញាប់
1.	Tillage	ក្សេត្រសាស្ត្រ	before fluding period

4.7 កំណត់ថ្លៃដើមសម្រាប់ការថែទាំ/ សកម្មភាពរបស់បច្ចេកទេស (ក្នុងរយៈពេលមួយឆ្នាំ)

មតិយោបល់:

For the diversion structure and spillway at time of construction (1999)

4.8 កត្តាសំខាន់បំផុតដែលមានឥទ្ធិពលដល់ការចំណាយ

ពណ៌នាពីកត្តាប៉ះពាល់ចម្បងៗទៅលើថ្លៃដើម:

The slope and depth of the wadi/ khor to be diverted

5.1 អាកាសធាតុ

5.2 សណ្ឋានដី

5.3 ដី

5.4 ទឹកដែលអាចទាញមកប្រើប្រាស់បាន និងគុណភាពទឹក

5.6 លក្ខណៈនៃអ្នកប្រើប្រាស់ដីដែលអនុវត្តបច្ចេកទេស

សូមបញ្ជាក់ពីលក្ខណៈពាក់ព័ន្ធផ្សេងទៀតអំពីអ្នកប្រើប្រាស់ដី:

Land users applying the Technology are mainly disadvantaged land users
Population density: < 10 persons/km2
Annual population growth: 2% - 3%
100% of the land users are poor.
Off-farm income specification: Other activities include casual labour and livestock raising

5.7 ទំហំផ្ទៃដីជាមធ្យមនៃដីផ្ទាល់ខ្លួន ឬជួលគេដែលបានអនុវត្ត​បច្ចេកទេស

5.8 ភាពជាម្ចាស់ដី កម្មសិទ្ធប្រើប្រាស់ដី និងកម្មសិទ្ធប្រើប្រាស់ទឹក

ភាពជាម្ចាស់ដី:

• ភូមិ
• ឯកជន មានកម្មសិទ្ធ

កម្មសិទ្ធិប្រើប្រាស់ដី:

• ជាក្រុម (មានដែនកំណត់)
• ឯកជន

5.9 ការប្រើប្រាស់សេវាកម្ម និងហេដ្ឋារចនាសម្ព័ន្ធ

6.1 ផលប៉ះពាល់ក្នុងបរិវេណអនុវត្តបច្ចេកទេសដែលកើតមាន

ផលប៉ះពាល់លើសេដ្ឋកិច្ចសង្គម

ផលិតផល

ទឹកដែលអាចទាញមកប្រើប្រាស់បាន និងគុណភាពទឹក

ចំណូល និងថ្លៃដើម

ផលប៉ះពាល់ទៅលើវប្បធម៌សង្គម

ផលប៉ះពាល់ទៅលើអេកូឡូស៊ី

វដ្តទឹក/លំហូរ

ដី

ផលប៉ះពាល់ទៅលើអេកូឡូស៊ីផ្សេងៗ

6.2 ផលប៉ះពាល់ក្រៅបរិវេណអនុវត្តបច្ចេកទេសដែលកើតមាន

6.3 ភាពប្រឈម និងភាពរួសនៃបច្ចេកទេសទៅនឹងការប្រែប្រួលអាកាសធាតុ និងគ្រោះអាកាសធាតុ/ គ្រោះមហន្តរាយ (ដែលដឹងដោយអ្នកប្រើប្រាស់ដី)

ការប្រែប្រួលអាកាសធាតុ

ការប្រែប្រួលអាកាសធាតុ

	រដូវកាល	ប្រភេទនៃការប្រែប្រួលអាកាសធាតុ/ព្រឹត្តិការណ៍	លក្ខណៈឆ្លើយតបនៃបច្ចេកទេសទៅនឹងការប្រែប្រួលអាកាសធាតុ
សីតុណ្ហភាពប្រចាំឆ្នាំ		កើនឡើង	ល្អ

គ្រោះអាកាសធាតុ (មហន្តរាយ) ​

គ្រោះមហន្តរាយទឹក

	លក្ខណៈឆ្លើយតបនៃបច្ចេកទេសទៅនឹងការប្រែប្រួលអាកាសធាតុ
ទឹកជំនន់ទូទៅ (ទន្លេ)	ល្អ

មតិយោបល់:

Construction of water spreading devices serves to preserve water, reduce the waste, increase soil moisture capacity and raise soil fertility (silt accumulation)

6.4 ការវិភាគថ្លៃដើម និងអត្ថប្រយោជន៍

តើផលចំណេញ និងថ្លៃដើមត្រូវបានប្រៀបធៀបគ្នាយ៉ាងដូចម្តេច (ទស្សនៈរបស់អ្នកប្រើប្រាស់ដី)?

មតិយោបល់:

no maintenance carried out so not applicable here

6.5 ការទទួលយកបច្ចេកទេស

• ច្រើនជាង 50%

មតិយោបល់:

75% of land user families have adopted the Technology with external material support
102 land user families have adopted the Technology with external material support, scheme construction subsidised by Government
15% of land user families have adopted the Technology without any external material support
18 land user families have adopted the Technology without any external material support
There is no trend towards spontaneous adoption of the Technology. People cannot construct khor/ wadi diversion barriers themselves by hand

6.7 ភាពខ្លាំង/ គុណសម្បត្តិ/ ឱកាសនៃបច្ចេកទេស

ភាពខ្លាំង/ គុណសម្បត្តិ/ ឱកាស​ ទស្សនៈរបស់បុគ្គលសំខាន់ៗ
Useful and important in the area where floodwater harvesting/ spate irrigation is the only option for crop production. No rain fed irrigation system on the Red Sea State unlike to other Sudan.

6.8 ភាពខ្សោយ/ គុណវិបត្តិ/ ហានិភ័យនៃបច្ចេកទេស និងវិធីសាស្ត្រដោះស្រាយ

ភាពខ្សោយ/ គុណវិបត្តិ/ ហានិភ័យ ទស្សនៈរបស់អ្នកប្រើប្រាស់ដី	តើបច្ចេកទេសទាំងនោះបានដោះស្រាយបញ្ហាដូចម្តេច?
SLM not falls under the community responsibility. They believe SLM is completely Gos role.	Land users awareness and involvement
They don’t think that community plays a role in the ongoing soil and vegetation degradation	Rotational grazing and seed broadcasting
They also say no regular concern by the government is given in relation to land reclamation	A location of budget and equipment to reclaim land and natural vegetation conservation.
They confirm that the physical conditions played a great role in land degradation e.g. drought aridity and high temperatures .	To ensure water harvesting and without waste.

ភាពខ្សោយ/ គុណវិបត្តិ/ ហានិភ័យ ទស្សនៈរបស់អ្នកចងក្រងឬបុគ្គលសំខាន់ៗ	តើបច្ចេកទេសទាំងនោះបានដោះស្រាយបញ្ហាដូចម្តេច?
High cost (needs machinery to move earth)	More support from Government and outside
Not enough trained personnel	More up-grading skills are required
Very little data available (apart from construction details)	Better system of monitoring and evaluation
Low technical capacity of the community	Capacity building and training

7.1 វិធីសាស្ត្រ/ ប្រភពនៃព័ត៌មាន