1.2 ຂໍ້ມູນ ການຕິດຕໍ່ພົວພັນ ຂອງບຸກຄົນທີ່ສໍາຄັນ ແລະ ສະຖາບັນ ທີ່ມີສ່ວນຮ່ວມ ໃນການປະເມີນເອກກະສານ ເຕັກໂນໂລຢີ

ຊື່ໂຄງການ ທີ່ອໍານວຍຄວາມສະດວກ ໃນການສ້າງເອກກະສານ/ປະເມີນ ເຕັກໂນໂລຢີ (ຖ້າກ່ຽວຂ້ອງ)

Onsite and Offsite Benefits of SLM

ຊື່ສະຖາບັນ (ຫຼາຍສະຖາບັນ) ທີ່ອໍານວຍຄວາມສະດວກ ໃນການສ້າງເອກກະສານ / ປະເມີນ ເຕັກໂນໂລຢີ (ຖ້າກ່ຽວຂ້ອງ)

ICIMOD International Centre for Integrated Mountain Development (ICIMOD) - ເນໂປ

ຊື່ສະຖາບັນ (ຫຼາຍສະຖາບັນ) ທີ່ອໍານວຍຄວາມສະດວກ ໃນການສ້າງເອກກະສານ / ປະເມີນ ເຕັກໂນໂລຢີ (ຖ້າກ່ຽວຂ້ອງ)

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

1.3 ເງື່ອນໄຂ ກ່ຽວກັບ ການນໍາໃຊ້ຂໍ້ມູນເອກະສານ ທີ່ສ້າງຂື້ນ ໂດຍຜ່ານ ອົງການພາບລວມຂອງໂລກ ທາງດ້ານແນວທາງ ແລະ ເຕັກໂນໂລຢີ ຂອງການອານຸລັກ ທໍາມະຊາດ (WOCAT)

ຜູ້ປ້ອນຂໍ້ມູນ ແລະ ບຸກຄົນສຳຄັນ ທີ່ໃຫ້ຂໍ້ມູນ (ຫຼາຍ) ຍິນຍອມ ຕາມເງື່ອນໄຂ ໃນການນຳໃຊ້ຂໍ້ມູນ ເພື່ອສ້າງເປັນເອກກະສານຂອງ WOCAT:

ແມ່ນ

1.4 ແຈ້ງການວ່າ ດ້ວຍຄວາມຍືນຍົງຂອງ ເຕັກໂນໂລຢີ

ການນໍາໃຊ້ ເຕັກໂນໂລຢີ ດັ່ງກ່າວໄດ້ອະທິບາຍ ເຖິງບັນຫາ ກ່ຽວກັບ ການເຊື່ອມໂຊມຂອງດິນບໍ? ຖ້າບໍ່ດັ່ງນັ້ນ ມັນບໍ່ສາມາດ ຢັ້ງຢືນໄດ້ວ່າ ເປັນເຕັກໂນໂລຊີ ໃນການຄຸ້ມຄອງ ທີ່ດິນແບບຍືນຍົງ? :

ບໍ່ແມ່ນ

1.5 ແບບສອບຖາມທີ່ອ້າງອີງເຖີງແນວທາງ ການຄຸ້ມຄອງທີ່ດິນແບບຍືນຍົງ (ໄດ້ເຮັດເປັນເອກະສານທີ່ໃຊ້ WOCAT)

2.1 ຄໍາອະທິບາຍສັ້ນຂອງ ເຕັກໂນໂລຢີ

ການກຳໜົດຄວາມໝາຍ ຂອງເຕັກໂນໂລຢີ:

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 ການອະທິບາຍ ລາຍລະອຽດ ຂອງເຕັກໂນໂລຢີ

ການພັນລະນາ:

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 ຮູບພາບຂອງເຕັກໂນໂລຢີ

2.5 ປະເທດ / ເຂດ / ສະຖານທີ່ບ່ອນທີ່ ເຕັກໂນໂລຢີ ໄດ້ຮັບການນໍາໃຊ້ ແລະ ທີ່ຖືກປົກຄຸມດ້ວຍການປະເມີນຜົນ

2.6 ວັນທີໃນການຈັດຕັ້ງປະຕິບັດ

ຖ້າຫາກວ່າ ບໍ່ຮູ້ຈັກ ປີທີ່ຊັດເຈນ ແມ່ນໃຫ້ປະມານ ວັນທີເອົາ:

• ຫຼາຍກ່ອນ 50 ປີຜ່ານມາ (ແບບພື້ນບ້ານ)

2.7 ການນໍາສະເໜີ ເຕັກໂນໂລຢີ

ໃຫ້ລະບຸ ເຕັກໂນໂລຢີ ໄດ້ຖືກຈັດຕັ້ງປະຕິບັດຄືແນວໃດ?

• ໂດຍຜ່ານນະວັດຕະກໍາຄິດຄົ້ນຂອງຜູ້ນໍາໃຊ້ທີ່ດິນ
• ເປັນສ່ວນໜື່ງຂອງລະບົບພື້ນເມືອງ (>50 ປີ)
• ໂດຍຜ່ານໂຄງການ / ການຊ່ວຍເຫຼືອຈາກພາຍນອກ

ຄວາມຄິດເຫັນ (ປະເພດ ໂຄງການ ແລະ ອື່ນໆ):

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 ຈຸດປະສົງຫຼັກ (ຫຼາຍ) ຂອງເຕັກໂນໂລຢີ

• ຫຼຸດຜ່ອນ, ປ້ອງກັນ, ຟື້ນຟູ ການເຊື່ອມໂຊມຂອງດິນ
• ການອະນຸລັກ ລະບົບນິເວດ
• ປົກປັກຮັກສານໍ້າ / ນໍ້າພື້ນທີ່ - ປະສົມປະສານກັບ ເຕັກໂນໂລຢີອື່ນໆ
• ຫຼຸດຜ່ອນຄວາມສ່ຽງ ທາງໄພພິບັດທໍາມະຊາດ
• ປັບຕົວຕໍ່ກັບການປ່ຽນແປງດິນຟ້າອາກາດ / ທີ່ຮ້າຍແຮງ ແລະ ຜົນກະທົບ

3.2 ປະເພດການນໍາໃຊ້ທີ່ດິນ ໃນປະຈຸບັນ() ທີ່ເຕັກໂນໂລຢີ ໄດ້ຖືກນໍາໃຊ້

3.3 ການນຳໃຊ້ທີ່ດິນ ມີການປ່ຽນແປງຍ້ອນການຈັດຕັ້ງທົດລອງເຕັກໂນໂລຢີ ແມ່ນບໍ່?

ການນຳໃຊ້ທີ່ດິນ ມີການປ່ຽນແປງຍ້ອນການຈັດຕັ້ງທົດລອງເຕັກໂນໂລຢີ ແມ່ນບໍ່?

• ບໍ່ (ຕໍ່ເໜືອງກັບ ຄຳຖາມ 3.4)

3.4 ການສະໜອງນ້ຳ

ການສະໜອງນໍ້າ ໃນພື້ນທີ່ ທີ່ໄດ້ນໍາໃຊ້ ເຕັກໂນໂລຢີ:

• ນໍ້າຝົນ

3.5 ການນໍາໃຊ້ເຕັກໂນໂລຢີ ທີ່ຢູ່ໃນກຸ່ມການຄຸ້ມຄອງ ທີ່ດິນແບບຍືນຍົງ

• ມາດຕະການ ຕັດຂວາງ ກັບຄວາມຄ້ອຍຊັນ
• ຄວາມຫຼາກຫຼາຍຂອງນໍ້າ ແລະ ການລະບາຍ
• ການຄຸ້ມຄອງນໍ້າໜ້າດິນ (ນ້ຳຈາກພຸ, ແມ່ນໍ້າ, ທະເລສາບ, ທະເລ)

3.6 ມາດຕະການ ການຄຸ້ມຄອງ ທີ່ດິນແບບຍືນຍົງ ປະກອບດ້ວຍ ເຕັກໂນໂລຢີ

3.7 ປະເພດດິນເຊື່ອມໂຊມ ຫຼັກທີ່ໄດ້ນໍາໃຊ້ ເຕັກໂນໂລຢີ

3.8 ການປ້ອງກັນ, ການຫຼຸດຜ່ອນ, ຫຼືການຟື້ນຟູຂອງການເຊື່ອມໂຊມຂອງດິນ

ໃຫ້ລະບຸ ເປົ້າໝາຍ ເຕັກໂນໂລຢີ ທີ່ພົວພັນ ກັບຄວາມເຊື່ອມໂຊມຂອງດິນ:

• ປ້ອງກັນການເຊື່ອມໂຊມຂອງດິນ
• ຫຼຸດຜ່ອນການເຊື່ອມໂຊມຂອງດິນ

4.1 ເຕັກນິກ ໃນການແຕ້ມແຜນວາດ ເຕັກໂນໂລຢີ

4.2 ຂໍ້ມູນທົ່ວໄປກ່ຽວກັບການຄິດໄລ່ປັດໃຈຂາເຂົ້າໃນການຜະລິດ ແລະ ມູນຄ່າອື່ນໆ

ລະບຸ ວິທີການ ຄຳໃຊ້ຈ່າຍ ແລະ ປັດໄຈນໍາເຂົ້າ ທີ່ໄດ້ຄິດໄລ່:

• ຕໍ່ຫົວໜ່ວຍ ທີ່ໄດ້ຈັດຕັ້ງປະຕິບັດ ເຕັກໂນໂລຢີ

ສະກຸນເງິນອື່ນໆ / ປະເທດອື່ນໆ (ລະບຸ):

INR

ຖ້າກ່ຽວຂ້ອງ, ໃຫ້ລະບຸອັດຕາແລກປ່ຽນຈາກ USD ເປັນສະກຸນເງິນທ້ອງຖິ່ນ (ເຊັ່ນ: 1 USD = 79.9 Brazilian Real): 1 USD =:

70.0

4.3 ການສ້າງຕັ້ງກິດຈະກໍາ

	ກິດຈະກໍາ	Timing (season)
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 ຕົ້ນທຶນ ແລະ ປັດໄຈຂາເຂົ້າທີ່ຈໍາເປັນໃນຈັດຕັ້ງປະຕິບັດ

	ລະບຸ ປັດໃຈ ນໍາເຂົ້າ ໃນການຜະລີດ	ຫົວໜ່ວຍ	ປະລິມານ	ຕົ້ນທຶນ ຕໍ່ຫົວໜ່ວຍ	ຕົ້ນທຶນທັງໝົດ ຂອງປັດໃຈຂາເຂົ້າ ໃນການຜະລິດ	% ຂອງຕົ້ນທຶນທັງໝົດ ທີ່ຜູ້ນໍາໃຊ້ທີ່ດິນ ໃຊ້ຈ່າຍເອງ
ແຮງງານ	Large Water Diversion Wall	person-days	60.0	400.0	24000.0	20.0
ແຮງງານ	5 Large Check Walls	person-days	50.0	400.0	20000.0	20.0
ແຮງງານ	Bhind Spring Check Walls/Retainment Wall	person-days	19.0	400.0	7600.0	50.0
ແຮງງານ	5 Small Check Walls in Forest	person-days	10.0	400.0	4000.0	100.0
ອຸປະກອນ	Crate Wire (15m x 2m x 2m)	Cum	60.0	75.0	4500.0
ອຸປະກອນ	Pick	pieces	15.0	300.0	4500.0	100.0
ອຸປະກອນ	Shovel	pieces	20.0	500.0	10000.0	100.0
ອຸປະກອນ	pharuwa (hoe)	pieces	15.0	300.0	4500.0	100.0
ອຸປະກອນ	khanti (digging bar)	pieces	10.0	1500.0	15000.0	100.0
ອຸປະກອນ	hammer (5kg)	pieces	10.0	2000.0	20000.0	100.0
ອຸປະກອນ	chino (chisel)	pieces	10.0	500.0	5000.0	100.0
ອຸປະກອນ	khukuri (knife)	pieces	10.0	250.0	2500.0	100.0
ວັດສະດຸໃນການປູກ	small hammer (0.5-1 kg)	pieces	15.0	300.0	4500.0	100.0
ວັດສະດຸກໍ່ສ້າງ	Rocks of various size and shape collected/excavated on site
ວັດສະດຸກໍ່ສ້າງ	Small Check Walls in Forest (5)	cum	23.625	200.0	4725.0	100.0
ວັດສະດຸກໍ່ສ້າງ	Large Check Walls (5)	cum	108.0	200.0	21600.0	20.0
ວັດສະດຸກໍ່ສ້າງ	Large Water Diversion Wall (1)	cum	71.0	200.0	14200.0	100.0
ວັດສະດຸກໍ່ສ້າງ	Bhind Check Walls/Retainment Wall (5)	cum	150.0	200.0	30000.0	50.0
ອື່ນໆ	Rocks of various size and shape collected/excavated on site
ຕົ້ນທຶນທັງໝົດ ໃນການຈັດຕັ້ງປະຕິບັດ ເຕັກໂນໂລຢີ					196625.0
ຄ່າໃຊ້ຈ່າຍທັງໝົດ ສຳລັບການສ້າງຕັ້ງເຕັກໂນໂລຢີ ເປັນສະກຸນເງີນໂດລາ					2808.93

ຖ້າຫາກຜູ້ນຳໃຊ້ທີ່ດິນ ນຳໃຊ້ມູນຄ່າຕ່ຳກວ່າ 100% ໃຫ້ລະບຸ ແມ່ນໃຜເປັນຜູ້ຊ່ວຍ ໃນລາຍຈ່າຍທີ່ເຫຼືອ:

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

ຄວາມຄິດເຫັນ:

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 ບໍາລຸງຮັກສາ / ແຜນຈັດຕັ້ງປະຕິບັດ ກິດຈະກໍາ

	ກິດຈະກໍາ	ໄລຍະເວລາ / ຄວາມຖີ່
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 ຄ່າໃຊ້ຈ່າຍ ແລະ ປັດໄຈນໍາເຂົ້າທີ່ຈໍາເປັນສໍາລັບການບໍາລຸງຮັກສາກິດຈະກໍາ / ແຜນປະຕິບັດ (ຕໍ່ປີ)

	ລະບຸ ປັດໃຈ ນໍາເຂົ້າ ໃນການຜະລີດ	ຫົວໜ່ວຍ	ປະລິມານ	ຕົ້ນທຶນ ຕໍ່ຫົວໜ່ວຍ	ຕົ້ນທຶນທັງໝົດ ຂອງປັດໃຈຂາເຂົ້າ ໃນການຜະລິດ	% ຂອງຕົ້ນທຶນທັງໝົດ ທີ່ຜູ້ນໍາໃຊ້ທີ່ດິນ ໃຊ້ຈ່າຍເອງ
ແຮງງານ	Reconstruction of damaged check dams	person-days/unit	10.0	400.0	4000.0	100.0
ແຮງງານ	Removal of sediment	person-days/unit	5.0	400.0	2000.0	100.0
ອຸປະກອນ	pick	pieces	3.0	70.0	210.0	100.0
ອຸປະກອນ	shovel	pieces	3.0	42.0	126.0	100.0
ອຸປະກອນ	pharuwa (hoe)	pieces	2.0	52.0	104.0	100.0
ອຸປະກອນ	khanti (digging bar)	pieces	2.0	30.0	60.0	100.0
ອຸປະກອນ	hammer	pieces	3.0	25.0	75.0	100.0
ອຸປະກອນ	chino (chisel)	pieces	2.0	75.0	150.0	100.0
ອຸປະກອນ	khukuri (knife)	pieces	2.0	22.0	44.0	100.0
ອຸປະກອນ	small hammer (0.5-1kg)	pieces	3.0	120.0	360.0	100.0
ວັດສະດຸກໍ່ສ້າງ	Stones available at site locally
ຕົ້ນທຶນທັງໝົດ ທີ່ໃຊ້ໃນການບໍາລຸງຮັກສາ ເຕັກໂນໂລຢີ					7129.0
ຄ່າໃຊ້ຈ່າຍທັງໝົດ ສຳລັບການບົວລະບັດຮກສາເຕັກໂນໂລຢີ ເປັນສະກຸນເງີນໂດລາ					101.84

4.7 ປັດໄຈ ທີ່ສໍາຄັນ ທີ່ສົ່ງຜົນກະທົບ ຕໍ່ຄ່າໃຊ້ຈ່າຍ

ໃຫ້ອະທິບາຍ ປັດໃຈ ທີ່ສົ່ງຜົນກະທົບ ຕໍ່ຕົ້ນທຶນ ໃນການຈັດຕັ້ງປະຕິບັດ:

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

5.1 ອາກາດ

5.2 ພູມິປະເທດ

ໃຫ້ລະບຸ ເຕັກໂນໂລຢີ ທີ່ໄດ້ຖືກນຳໃຊ້:

• ລັກສະນະກີ່ວ

ຄຳເຫັນ ແລະ ຂໍ້ມູນສະເພາະ ເພີ່ມເຕີມ ກ່ຽວກັບ ພູມີປະເທດ:

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

5.3 ດິນ

ຖ້າເປັນໄປໄດ້ ແມ່ນໃຫ້ຕິດຄັດ ການພັນລະນາດິນ ຫຼື ຂໍ້ມູນສະເພາະຂອງດິນ, ຕົວຢ່າງ, ຄຸນລັກສະນະ ປະເພດຂອງດິນ, ຄ່າຄວາມເປັນກົດ / ເປັນດ່າງຂອງດິນ, ສານອາຫານ,​ ດິນເຄັມ ແລະ ອື່ນໆ.

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 ມີນໍ້າ ແລະ ຄຸນນະພາບ

ມີບັນຫາ ກ່ຽວກັບນໍ້າເຄັມບໍ່?

ບໍ່ແມ່ນ

ເກີດມີນໍ້າຖ້ວມ ໃນພື້ນທີ່ບໍ່?

ບໍ່ແມ່ນ

ຄວາມຄິດເຫັນ ແລະ ຂໍ້ກໍານົດ ເພີ່ມເຕີມ ກ່ຽວກັບ ຄຸນນະພາບ ແລະ ປະລິມານ ຂອງນ້ຳ:

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 ຊີວະນາໆພັນ

ຄວາມຄິດເຫັນ ແລະ ລັກສະນະສະເພາະ ເພີ່ມເຕີມກ່ຽວກັບ ຊີວະນາໆພັນ:

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 ຄຸນລັກສະນະ ຂອງຜູ້ນໍາໃຊ້ທີ່ດິນ ທີ່ໄດ້ນໍາໃຊ້ເຕັກໂນໂລຢີ

ໃຫ້ລະບຸ ຄຸນລັກສະນະ ຂອງຜູ້ນໍາໃຊ້ທີ່ດິນ:

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 ເນື້ອທີ່ສະເລ່ຍຂອງດິນ ທີ່ຜູ້ນຳໃຊ້ທີ່ດິນ ໃຊ້ເຮັດເຕັກໂນໂລຢີ

5.8 ເຈົ້າຂອງທີ່ດິນ, ສິດໃຊ້ທີ່ດິນ, ແລະ ສິດທິການນໍາໃຊ້ນໍ້າ

ເຈົ້າຂອງດິນ:

• ຊຸມຊົນ / ບ້ານ

ສິດທິ ໃນການນໍາໃຊ້ທີ່ດິນ:

• ຊຸມຊົນ (ທີ່ມີການຈັດຕັ້ງ)

ສິດທິ ໃນການນໍາໃຊ້ນໍ້າ:

• ເປີດກວ້າງ (ບໍ່ມີການຈັດຕັ້ງ)
• ຊຸມຊົນ (ທີ່ມີການຈັດຕັ້ງ)

ສິດນຳໃຊ້ທີ່ດິນ ແມ່ນ ອີງໃສ່ລະບົບກົດໝາຍແບບດັ້ງເດີມບໍ?

ແມ່ນ

ລະບຸ ຊະນິດ:

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.

ຄວາມຄິດເຫັນ:

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 ການເຂົ້າເຖິງການບໍລິການ ແລະ ພື້ນຖານໂຄງລ່າງ

ຄວາມຄິດເຫັນ:

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 ການສະແດງຜົນກະທົບ ພາຍໃນພື້ນທີ່ ທີ່ໄດ້ຈັດຕັ້ງປະຕິບັດ ເຕັກໂນໂລຢີ

ຜົນກະທົບທາງເສດຖະກິດສັງຄົມ

ການຜະລິດ

ຜົນກະທົບດ້ານວັດທະນາທໍາສັງຄົມ

ຜົນກະທົບຕໍ່ລະບົບນິເວດ

ວົງຈອນນໍ້າ / ນໍ້າ

ດິນ

ຊີວະນານາພັນ: ສັດ, ພືດ

ການຫຼຸດຜ່ອນ ຄວາມສ່ຽງ ຈາກໄພພິບັດ ແລະ ອາກາດປ່ຽນແປງ

6.2 ຜົນກະທົບທາງອ້ອມ ຈາກການນໍາໃຊ້ເຕັກໂນໂລຢີ

6.3 ການປ້ອງກັນ ແລະ ຄວາມບອບບາງ ຂອງເຕັກໂນໂລຢິ ໃນການປ່ຽນແປງສະພາບດິນຟ້າອາກາດ ແລະ ກ່ຽວຂ້ອງກັບອາກາດທີ່ມີການປ່ຽນແປງທີ່ຮຸນແຮງ / ໄພພິບັດທາງທໍາມະຊາດ (ຮັບຮູ້ໄດ້ໂດຍຜູ້ນໍາໃຊ້ທີ່ດິນ)

ການປ່ຽນແປງດິນຟ້າອາກາດ ເທື່ອລະກ້າວ

ການປ່ຽນແປງດິນຟ້າອາກາດ ເທື່ອລະກ້າວ

	ລະດູການ	ເພີ່ມຂື້ນ ຫຼື ຫຼຸດລົງ	ການນໍາໃຊ້ ເຕັກໂນໂລຢີ ສາມາດ ຮັບມື ໄດ້ຄືແນວໃດ?
ອຸນຫະພູມປະຈໍາປີ		ເພີ່ມຂື້ນ	ດີ
ການປ່ຽນແປງສະພາບດິນຟ້າອາກາດອື່ນໆ	Irregular rainfall	ເພີ່ມຂື້ນ	ດີ

ອາກາດ ທີ່ກ່ຽວພັນກັບຄວາມຮຸນແຮງ (ໄພພິບັດທາງທໍາມະຊາດ)

ໄພພິບັດທາງອຸຕຸນິຍົມ

	ການນໍາໃຊ້ ເຕັກໂນໂລຢີ ສາມາດ ຮັບມື ໄດ້ຄືແນວໃດ?
ພະຍຸຝົນ	ດີ

ໄພພິບັດທາງພູມອາກາດ

	ການນໍາໃຊ້ ເຕັກໂນໂລຢີ ສາມາດ ຮັບມື ໄດ້ຄືແນວໃດ?
ແຫ້ງແລ້ງ	ດີ
ໄຟ​ໄໝ້​ປ່າ	ດີ

ໄພພິບັດທາງອຸທົກກະສາກ

	ການນໍາໃຊ້ ເຕັກໂນໂລຢີ ສາມາດ ຮັບມື ໄດ້ຄືແນວໃດ?
ນໍ້າຖ້ວມຮູນແຮງ	ດີ
ດິນເຈື່ອນ	ປານກາງ

ຄວາມຄິດເຫັນ:

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 ການວິເຄາະຕົ້ນທຶນ ແລະ ຜົນປະໂຫຍດ

ຈະເຮັດປະໂຫຍດເພື່ອປຽບທຽບກັບຄ່າໃຊ້ຈ່າຍກັບສິ່ງກໍ່ສ້າງ (ຈາກທັດສະນະຂອງຜູ້ນຳໃຊ້ທີ່ດິນ) ໄດ້ແນວໃດ?

ຈະໄດ້ຮັບຜົນປະໂຫຍດເມື່ອປຽບທຽບກັບ / ຄ່າໃຊ້ຈ່າຍໃນການບຳລຸງຮັກສາທີເ່ກີດຂື້ນອິກ (ຈາກທັດສະນະຄະຕິຂອງຜູ້ນຳໃຊ້ທີ່ດິນ) ໄດ້ແນວໃດ?

ຄວາມຄິດເຫັນ:

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 ການປັບຕົວຮັບເອົາເຕັກໂນໂລຢີ

• > 50%

ທັງໝົດນັ້ນ ແມ່ນໃຜ ໄດ້ປັບຕົວເຂົ້າ ໃນການນໍາໃຊ້ ເຕັກໂນໂລຢີ, ມີຈັກຄົນ ທີ່ສາມາດເຮັດເອງໄດ້, ຕົວຢ່າງ, ປາດສະຈາກ ການຊ່ວຍເຫຼືອ ທາງດ້ານອຸປະກອນ / ການຈ່າຍເປັນເງິນ?

• 11-50%

ຄວາມຄິດເຫັນ:

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 ການປັບຕົວ

ໄດ້ມີການດັດປັບ ເຕັກໂນໂລຢີ ເພື່ອໃຫ້ແທດເໝາະກັບເງື່ອນໄຂ ການປ່ຽນແປງບໍ?

ບໍ່ແມ່ນ

6.7 ຈຸດແຂງ / ຂໍ້ດີ / ໂອກາດ ໃນການນໍາໃຊ້ ເຕັກໂນໂລຢີ

ຈຸດແຂງ / ຂໍ້ດີ / ໂອກາດໃນການນໍາໃຊ້ທີ່ດິນ
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

ຈຸດແຂງ / ຈຸດດີ / ໂອກາດ ຈາກທັດສະນະຂອງຜູ້ປ້ອນຂໍ້ມູນ ຫຼື ບຸກຄົນສຳຄັນ
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 ຈຸດອ່ອນ / ຂໍ້ເສຍ / ຄວາມສ່ຽງ ໃນການນໍາໃຊ້ ເຕັກໂນໂລຢີ ແລະ ວິທີການແກ້ໄຂບັນຫາ

ຈຸດອ່ອນ / ຂໍ້ເສຍ / ຄວາມສ່ຽງໃນມຸມມອງຂອງຜູ້ນໍາໃຊ້ທີ່ດິນ	ມີວິທີການແກ້ໄຂຄືແນວໃດ?
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.

ຈຸດອ່ອນ/ຂໍ້ບົກຜ່ອງ/ຄວາມສ່ຽງ ຈາກທັດສະນະຂອງຜູ້ປ້ອນຂໍ້ມູນ ຫຼື ບຸກຄົນສຳຄັນ	ມີວິທີການແກ້ໄຂຄືແນວໃດ?
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 ວິທີການ / ແຫຼ່ງຂໍ້ມູນ

7.2 ເອກກະສານອ້າງອີງທີ່ເປັນບົດລາຍງານ

ຫົວຂໍ້, ຜູ້ຂຽນ, ປີ, 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.

ມີຢູ່ໃສ?ມູນຄ່າເທົ່າໃດ?

DOI 10.1007/s10661-008-0318-2

7.3 ເຊື່ອມຕໍ່ກັບຂໍ້ມູນທີ່ກ່ຽວຂ້ອງໂດຍກົງ

ຫົວຂໍ້ / ພັນລະນາ:

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

ຫົວຂໍ້ / ພັນລະນາ:

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

ຫົວຂໍ້ / ພັນລະນາ:

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

URL:

https://vimeo.com/429988881