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Journal articles on the topic 'Kulekhani'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Dahal, Khet Raj, and Nabina Rai. "Contract Breach and Payment for Environmental Services: A Case from the Kulekhani III Hydroelectric Project in Nepal." Hydro Nepal: Journal of Water, Energy and Environment 19 (July 26, 2016): 38–44. http://dx.doi.org/10.3126/hn.v19i0.15350.

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This study was conducted in 2014. The main objective of this study was to find out the cause of contract breach and Payment for Environmental Services (PES) of Kulekhani III Hydroelectric Project (Kulekhani III HEP). PES is a relatively new concept but it is important as it forces employers, contractors, and local residents of a hydropower project to take a fresh look to support a successful construction effort without causing unnecessary environmental damage. Research findings from responses of local people regarding PES programs, in their respective areas of Kulekhani III Hydroelectric Proje

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2

Gurung, Smriti, Babi Kumar Kafle, Bed Mani Dahal, et al. "Trophic Status of Lake Phewa and Kulekhani Reservoir, Nepal." Asian Journal of Water, Environment and Pollution 18, no. 3 (2021): 49–57. http://dx.doi.org/10.3233/ajw210028.

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Eutrophication is one of the growing environmental concerns and is affecting and compromising freshwater bodies across the world making the trophic status assessment of water bodies crucial for their restoration and sustainable use. This paper describes the trophic status of Lake Phewa and Kulekhani Reservoir from Nepal. Sampling was conducted during October 2017 (post-monsoon), April 2018 (Pre-monsoon), July 2018 (Monsoon) and February 2019 (Winter). Trophic State Index (TSI) as given by Carlson (1977) and Trophic State Index Deviation given by Carlson (1991) were estimated to assess trophic

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3

Paudel, Bhuwani, Mamadou Fall, and Bahram Daneshfar. "GIS-based assessment of debris flow hazards in Kulekhani Watershed, Nepal." Natural Hazards 101, no. 1 (2020): 143–72. http://dx.doi.org/10.1007/s11069-020-03867-3.

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4

Adhikari, Neeraj, Anup Pandey, Anushka Subedi, and Nitesh Subedi. "Design of Pelton Turbine and Bucket Surface using Non-Uniform Rational Basis Spline and its Analysis with Computational Fluid Dynamics." Journal of the Institute of Engineering 16, no. 1 (2021): 41–50. http://dx.doi.org/10.3126/jie.v16i1.36534.

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Hydraulic turbines are used to convert the energy in flowing water to rotational mechanical energy. The design of high head Pelton turbine is difficult due to complex flow pattern on different parts. The basic dimensions can be obtained from interpolation techniques and design trends but the main challenge is to model the hydrodynamic surface. The surface must be designed such that it would harvest energy in an efficient manner and the manufacturing of the surface is also economic and simple. For the design of Pelton turbine, the data from Kulekhani-I hydropower is taken. Pelton turbine is des

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5

Dhakal, Amod Sagar, Takaaki Amada, and Masamu Aniya. "Landslide Hazard Mapping and the Application of GIS in the Kulekhani Watershed, Nepal." Mountain Research and Development 19, no. 1 (1999): 3. http://dx.doi.org/10.2307/3674109.

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6

Panthee, Suman. "Vertical and Horizontal Support Pressure Along The Kulekhani Iii Hep Tunnel Alignment, Nepal." Journal of Institute of Science and Technology 21, no. 1 (2016): 112–18. http://dx.doi.org/10.3126/jist.v21i1.16062.

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Support pressure obtained in tunnel is considered as stresses for applied support. Therefore, estimation of support pressure in tunnel is important task for tunnel support design. Several equations are proposed to estimate support pressures. In this study, Barton equation was used for estimation support pressures along the tunnel of Kulekhani III HEP. The calculated support pressures were highly dependent on Q value and joint characteristics. Vertical and horizontal support pressures in the Marble and Quartzite followed the pattern as followed by Q but for other rocks support pressures were no

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7

Kayastha, Prabin, Megh Raj Dhital, and Florimond De Smedt. "Evaluation and comparison of GIS based landslide susceptibility mapping procedures in Kulekhani watershed, Nepal." Journal of the Geological Society of India 81, no. 2 (2013): 219–31. http://dx.doi.org/10.1007/s12594-013-0025-7.

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8

Panthee, Suman, Mahesh Khanal, and T. N. Singh. "Geotechnical and geomechanical characteristics of the rocks along tunnel of Kulekhani III Hydro-electric Project." Journal of Nepal Geological Society 50, no. 1 (2016): 39–50. http://dx.doi.org/10.3126/jngs.v50i1.22852.

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Geotechnical and geomechanical properties are important to understand tunnel behaviour and they differ according to rock types. Therefore, tunnel passing through different rock types is selected for the present study. The tunnel alignment of Kulekhani III hydroelectric project crosses five stratigraphic formations which compriseing eight lithological units. The rocks of the area have most dominantly three sets of joints in which the foliation plane is prominent. In geotechnical study of intact rock, seven geotechnical properties - viz unit weight (γ), uniaxial compressive strength (σci),

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9

Shrestha, Alisha, Sangam Shrestha, Tawatchai Tingsanchali, Aakanchya Budhathoki, and Sarawut Ninsawat. "Adapting hydropower production to climate change: A case study of Kulekhani Hydropower Project in Nepal." Journal of Cleaner Production 279 (January 2021): 123483. http://dx.doi.org/10.1016/j.jclepro.2020.123483.

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10

Shrestha, Sangam, Medha Khatiwada, Mukand S. Babel, and Kshitij Parajuli. "Impact of Climate Change on River Flow and Hydropower Production in Kulekhani Hydropower Project of Nepal." Environmental Processes 1, no. 3 (2014): 231–50. http://dx.doi.org/10.1007/s40710-014-0020-z.

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11

Joshi, Umesh Raj, Ramesh Kumar Maskey, and Kumud Raj Kafle. "A Review on the Mechanism of Reservoir-Induced Seismicity for Nepalese Context." Nepal Journal of Science and Technology 19, no. 1 (2020): 215–21. http://dx.doi.org/10.3126/njst.v19i1.29823.

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Over 90 cases of Reservoir Induced Seismicity have been recorded around the earth. The magnitude was varying from 3.0 to 6.3 on the Richter scale. A Reservoir Induced Seismicity (RIS) can increase the frequency of earthquakes in seismically active zones and cause a shock in seismically inactive zones. Nepal is situated in a seismically active zone with six large earthquakes of magnitude equal to or greater than 7.6. It increases the risk of RIS, while several storage-type hydropower projects are being proposed in Nepal. Seismic activities recorded around the Kulekhani-I reservoir could be a re

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12

Ban, Jeevan Kumar, Insang Yu, and Sangman Jeong. "Estimation of Soil Erosion Using RUSLE Model and GIS Techniques for Conservation Planning from Kulekhani Reservoir Catchment, Nepal." Journal of Korean Society of Hazard Mitigation 16, no. 3 (2016): 323–30. http://dx.doi.org/10.9798/kosham.2016.16.3.323.

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13

Bjonness, Inger-Marie. "A Conceptual Framework for Analysis of the Socio-Economic and Environmental Effects of the Kulekhani Hydroelectric Project, Nepal." Mountain Research and Development 7, no. 3 (1987): 205. http://dx.doi.org/10.2307/3673194.

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14

Ghimire, Suman, Nabin Dhungana, and Suraj Upadhaya. "Impacts of Climate Change on Water Availability and Reservoir Based Hydropower." Journal of Forest and Natural Resource Management 1, no. 1 (2019): 52–68. http://dx.doi.org/10.3126/jfnrm.v1i1.22653.

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The impacts of climate change (CC) are observed in several sectors, and water resource is one of them. This study explored the impacts of CC on water availability and reservoir based hydropower. It determined the impacts of CC in the reservoir water level and major watershed characteristics and has explored the perception of people on CC impacts in the reservoir. The primary data were collected through questionnaire and field survey and secondary data were gathered from different literatures. The analysis of meteorological data generated from meteorological station. temperature and rainfall da

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15

Shrestha, H. S. "Application of Hydrosuction Sediment Removal System (HSRS) on Peaking Ponds." Hydro Nepal: Journal of Water, Energy and Environment 11 (July 9, 2012): 43–48. http://dx.doi.org/10.3126/hn.v11i0.7162.

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The value of the peaking hour energy is very high in Nepal where people are facing more than 16 hours load shedding in a day during the dry period. Currently, the peak load demand is about 90% higher than the off peak load demand. Therefore, a storage type hydropower project plays a signifi cant role in the Nepalese energy sector and decides the fate of load shedding. However, the Reservoir sedimentation studies in Nepal show that the capacity of the reservoirs has been reduced significantly; hence, preservation of these reservoirs is a vital issue.The hydrosuction sediment removal system (HSR

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16

Sunuwar, Subas Chandra. "Challenges of shaft excavation in Nepal Himalaya: case study from hydropower projects." Journal of Nepal Geological Society 50, no. 1 (2016): 31–37. http://dx.doi.org/10.3126/jngs.v50i1.22851.

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The excavation of the long blind shaft is one of the most difficult and risky in Nepal Himalaya for hydropower development. Excavation of the shaft greater than 200 m length is a challenge due to vertical or inclined orientation, limited space, available technology and changing geological conditions. Amongst Alimak raise climber, shaft sinking and raise boring excavation methods, Alimak raise climber is most commonly used in Nepal. Selection of excavation method depends on geological conditions, size, length of shaft, access and of course the cost. Pressure shaft of Jhimruk, Khimti I, Chilime,

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17

Koirala, Raman, and Mahesh Chandra Luitel. "Dynamic response of vertical shaft Pelton turbine unit for forced vibration." Journal of Innovations in Engineering Education 4, no. 1 (2021): 34–41. http://dx.doi.org/10.3126/jiee.v4i1.34642.

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This research work was carried out to model the excitation force imparted by water jet in the form of Fourier series and determine the forced response of Pelton turbine unite of Khulelhani-I hydropower analytically by developing mathematical mode. Amplitude of forced vibration form analytical was compared with simulation result. The mathematical model was developed by calculating the kinetic energy of disk and potential energy of both disk and shaft. Hamilton’s principle was used to determine equation of motion and then Galerkin method was used to determine response of the system. Fourie

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18

Adhikari, Puspa L., Sagar Shrestha, Wokil Bam, Lin Xie, and Peter Perschbacher. "Evaluation of Spatial-Temporal Variations of Water Quality and Plankton Assemblages and Its Relationship to Water Use in Kulekhani Multipurpose Reservoir, Nepal." Journal of Environmental Protection 08, no. 11 (2017): 1270–95. http://dx.doi.org/10.4236/jep.2017.811079.

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19

Paudel, Prem Nath, and Naresh Kazi Tamrakar. "Geology and rockmass condition of Dhulikhel-Panchkhal area, Kavre District, Central Nepal Lesser Himalaya." Bulletin of the Department of Geology 15 (January 21, 2013): 1–14. http://dx.doi.org/10.3126/bdg.v15i0.7412.

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A geological mapping was carried out and the rock mass characteristics of the Lesser Himalayan rocks distributed in the Dhulikhel-Panchkhal area (Kavre Distric) were studied along with their physical and mechanical properties. The lithological units distributed in the study area belong to the Benighat Slate of the Upper Nawakot Group and the Bhimphedi Group as separated by the Chak-Rosi Thrust. The lithological units strike NW-SE and dip southwards forming the eastern closure of part of the northern limb of the Mahabharat synclinorium. The area comprises mainly micaceous quartzite, psammitic s

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20

Singh, Jaya Laxmi, and Naresh Kazi Tamrakar. "Rock Mass Rating and Geological Strength Index of rock masses of Thopal-Malekhu River areas, Central Nepal Lesser Himalaya." Bulletin of the Department of Geology 16 (October 11, 2013): 29–42. http://dx.doi.org/10.3126/bdg.v16i0.8882.

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The rock slopes of the Thopal-Malekhu River areas, Lesser Himalaya, were characterized applying various systems of rock mass classification, such as Rock mass Rating (RMR) and Geological Strength Index (GSI), because the study area comprises well exposed rock formations of the Nawakot and Kathmandu Complexes, across the Thopal-Malekhu River areas. In RMR system, mainly five parameters viz. Uniaxial Compressive Strength (UCS) of rock, Rock Quality Designation (RQD), spacing of discontinuity, condition of discontinuity, and groundwater condition were considered. The new GSI charts, which were su

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21

Thapa, D. B. "Geology and foundation treatment of Kulekhani dam, central Nepal." Journal of Nepal Geological Society 3 (December 1, 1985). http://dx.doi.org/10.3126/jngs.v3i0.32659.

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The Kulekhani Hydroelectric Project is located in Bhimphedi group of Kathmandu complex. Kalitar formation, Chisapani quartzites and Kulekhani formations are the main rock types with Palung granite massif intruded in the middle part of the area. Alluvial deposits are widely developed in the Southern part. The dam foundation consists of quartzites and schists of Kulekhani formation. The foundation rocks are weaker on both the banks. Core trench was excavated up to the level of sound rocks and foundation treatment done up to 100m depth rendering the foundation watertight.

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22

Humagain, I. R., K. Schetelig, M. P. Sharma, B. N. Upreti, and M. Langer. "Slope stability analysis along the proposed Kathmandu-Hetauda Road with tunnel sections." Journal of Nepal Geological Society 22 (December 1, 2000). http://dx.doi.org/10.3126/jngs.v22i0.32345.

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The proposed Kathmandu-Hetauda Road alignment passes through Thankot, Chitlang, Kulekhani, Bhimphedi, and Bhaisedobhan. It is the shortest as well as least hazardous route very suitable for a standard highway. It has the following three tunnel sections: the Thankot Tunnel (3.2 km long), the Kulekhani Tunnel (500 m long), and the Chisapani Tunnel (3.8 km long). The alignment passes through the Kathmandu Nappe, Upper Nawakot Group of the Lesser Himalaya, and the Siwaliks. It also crosses the Main Boundary Thrust and the Mahabharat Thrust, four major faults/shear zones, and a major fold axis.&#x0

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23

Paudel, Bhuwani, Mamadou Fall, and Bahram Daneshfar. "Gis-Based Assessment of Debris Flow Runout in Kulekhani Watershed, Nepal." Geotechnical and Geological Engineering, January 2, 2021. http://dx.doi.org/10.1007/s10706-020-01655-1.

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24

Dhar, Mahesh Singh, and Megh Raj Dhital. "Application of Morishita Spread Index in the study of landslides from the Kulekhani watershed, central Nepal." Journal of Nepal Geological Society 30 (December 1, 2004). http://dx.doi.org/10.3126/jngs.v30i0.31690.

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The Kulekhani watershed was severely affected by sedimentation, landslides, and gully erosion in 1993. The sediments produced were ultimately supplied to the reservoir decreasing its gross storage capacity. A statistical tool, called Morishita Spread Index, was applied to detect the landslide distribution pattern in the watershed. Morishita Spread Index was greater than 1 and decreased with increasing mesh scale. Such a trend indicates a cluster-type of distribution pattern. The landslides are concentrated mainly in the gullies and streams, and there is a high probability that landslides will

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25

"Correction: Landslide Hazard Mapping and the Application of GIS in the Kulekhani Watershed, Nepal." Mountain Research and Development 19, no. 2 (1999): 169. http://dx.doi.org/10.2307/3674263.

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