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What is the installed capacity of the Upper Budhi Gandaki Hydropower Project, and where is it located? | The Upper Budhi Gandaki Hydropower Project has an installed capacity of 254 MW and is located at Sirdibas, Uhiya, and Kerauja. | UPPER BUDHI GANDAKI HYDROPOWER PROJECT (Sirdibas, Uhiya, Kerauja) 254 MW DESK STUDY REPORT | project_overview | factual | easy |
Where are the headworks and powerhouse sites of the Upper Budhi Gandaki Hydropower Project located, what type of project is it, and in which district is it situated? | The headworks site is at Sirdibas, Kerauja and the powerhouse site is at Uiya. The project is a Run-off-the-River type with a capacity of 254 MW, located in Gorkha district. | Headworks site: Sirdibas, Kerauja; Powerhouse site: Uiya; Type of Project: Run-off-the-River; Project Name: Upper Budhi Gandaki Hydropower Project (254 MW); District: Gorkha | project_salient_features | structured_extraction | easy |
Describe the headworks arrangement of the Upper Budhi Gandaki Hydropower Project (254 MW), covering the diversion weir, undersluice, and desanding basin, along with the governing hydrology. | The Upper Budhi Gandaki Hydropower Project is a run-of-the-river scheme on the Budhi Gandaki River in Gorkha District, with a catchment area of 3308 sq. km at the headwork site and a design discharge of 105.00 m3/sec. The diversion structure is a gated weir equipped with 4 spillway gates and a spillway crest level of 1... | Catchment Area at Headwork site: 3308 Sq. km; Design Discharge: 105.00 m3/sec; Type of weir: Gated Weir; No. of Spillway Gates: 4; Crest Level of the spillway: 1257.00 m; Undersluice No. of bay: 1No; Crest level of undersluice: 1252.00 m; Desanding Basin Type: Simple Horizontal Apron Type; No. of Desander: 4 | hydropower_headworks_design | synthesis | medium |
For the Upper Budhi Gandaki Hydropower Project (254 MW), verify that the stated installed capacity is consistent with the number of units and the per-unit capacity given in the report. Show the calculation. | Yes, the values are consistent. The powerhouse has 5 Francis (vertical axis) units, each rated at 50.80 MW. Installed capacity = 5 × 50.80 MW = 254 MW, which matches the stated installed capacity of 254 MW. | Type of Turbine: Francis (Vertical Axis); No. of unit: 5; Capacity of each unit: 50.80 MW; Installed Capacity: 254 MW | hydropower engineering | calculation | medium |
For the Upper Budhi Gandaki Hydropower Project (254 MW), what is the total annual energy generation when the dry season and wet season energy figures are combined? | Total annual energy = Dry Season Energy + Wet Season Energy = 206.52 GWh + 1,178.43 GWh = 1,384.95 GWh. | Energy Generation: Dry Season Energy 206.52 GWh; Wet Season Energy 1178.43 GWh (Upper Budhi Gandaki Hydropower Project (254MW) Desk Study Report). | hydropower | calculation | easy |
Why does hydroelectricity meet only a small share of Nepal's energy demand despite the country's abundant hydropower resources? | The document identifies the country's difficult geography as a key reason: 80% of Nepal's land area comprises rugged hills and difficult mountain terrain with undeveloped road infrastructure and scattered households, making extension of the power grid difficult and costly. In addition, hydropower development requires a... | One reason for the low electrification of the country is that 80% of the country's land area comprise rugged hill, difficult mountain terrain with undeveloped road infrastructure, and scattered households making extension of power grid difficult and costly. ... due to large initial investment required for its developme... | hydropower | cause_effect | medium |
Why has the government's policy shifted to include the private sector in power development and management? | Because large-scale power schemes are difficult to bring online in the near future, while there is an urgent need to implement small to medium sized hydropower schemes. The policy therefore includes the private sector in power development and management, in addition to the Nepal Electricity Authority (NEA). This also i... | Due to the fact that large scale power schemes are difficult to come on line in near future, government policy has shifted to include the private sector in power development and management, in addition to Nepal Electricity Authority (NEA), particularly with regards to the urgent need to implement small to medium sized ... | hydropower_policy | cause_effect | medium |
Which hydropower projects were developed by private entrepreneurs as a result of the priority ranking of promising hydropower sites, and what is the capacity of each? | Three projects were developed by private entrepreneurs: Khimti (60 MW), Bhote Koshi (36 MW), and Indrawati (7.5 MW). | cludes priority ranking of promising hydropower sites by small, medium, and large-scale categories to encourage participation in the development of the same by both domestic and foreign enterprises. As a result, the private entrepreneur has developed Khimti (60 MW), Bhote Koshi (36 MW) and Indrawati (7.5 MW). | hydropower | numerical_extraction | easy |
Summarize the key characteristics of the Upper Budhi Gandaki Hydropower Project, including its project type, installed capacity, geographic location (district, VDCs, coordinates), and position relative to the Budhi Gandaki River. | The Upper Budhi Gandaki Hydropower Project is a run-off-the-river type project with an installed capacity of 254 Megawatt. It is located in Sirdibas, Kerauja and Uiya Village Development Committees (VDCs) of Gorkha District in the Central Development Region of Nepal, lying between 84° 56' 56" E to 84° 51' 58" E and 28°... | "Upper Budhi Gandaki Hydropower Project is a run-off-the-river type project located in Gorkha District in the Central Development Region of Nepal. The project will have installed capacity of 254 Megawatt. The project area lies on the left bank of the Budhi Gandaki River." "Upper Budhi Gandaki Hydropower Project is loca... | project_overview | structured_extraction | medium |
What road access works are required to reach the project area, and what are the respective distances? | The nearest road head is at Soti, which is a fair weather road. From Soti, an access road to the project area still needs to be constructed: 14 km up to the Powerhouse site and 17.5 km up to the Intake site. In addition, a crossing over the Budhi Gandaki River is needed. | The nearest road head is at Soti which is a fair weather road. The access road from Soti to the project area need to be constructed which is 14 Km and 17.5 Km up to the Powerhouse site and Intake site of the project respectively and cross over Budhi Gandaki River is needed. | hydropower | factual | medium |
Using the stated intake and power house elevations of the Upper Budhi Gandaki Hydropower Project, calculate the gross head of the scheme. | Gross head = intake elevation − power house elevation = 1290.00 masl − 985.00 masl = 305.00 m. | This project intake is at an elevation of 1290.00 masl and the power house at an elevation of 985.00 masl. | hydropower_engineering | calculation | medium |
What is the current road access status for the Upper Budhi Gandaki Hydropower Project (UBGHP) powerhouse and intake sites, and what road infrastructure work has been completed or is proposed to improve access? | At present, the UBGHP is accessible only by a fair weather motorable road up to Soti Khola; the powerhouse and intake sites themselves are not yet accessible. The alignment survey from Soti Khola to Salleri Village of Sirdibas VDC has been finished, and the drawing of the preliminary design of the road is presented in ... | The UBGHP is now accessible with fair weather motorable road up to Soti Khola. The powerhouse site and intake site not accessible at present but the alignment survey from Soti Khola to Salleri Village of Sirdibas VDC has been finished and drawing of preliminary design of the road has been presented in the report. The p... | project_accessibility | synthesis | medium |
What is the main objective of the topographical survey works for the Upper Budhi Gandaki Hydropower Project, and which major project components does this support? | The main objective of the survey works is to prepare topographical maps of the project area for siting major components of the project, namely the headworks, headrace, surge shaft, powerhouse and tailrace. | The main objective of the survey works is to prepare topographical maps of the project area for sitting major components of the project such as headworks, headrace, surge shaft, powerhouse and tailrace. | hydropower_engineering | factual | easy |
Since no geological studies had been carried out for hydropower purposes in the project area, what existing source provided the regional geological information used in the Upper Budhi Gandaki Hydropower Project desk study? | Because dedicated geological studies of the project area for hydropower purposes had not yet been carried out, the regional geological information was taken from the geological map of Central Nepal at a scale of 1:250,000, prepared by the United Nations for the Government of Nepal under the Mineral Exploration Project,... | The geological studies of the project area for the hydropower purposes have not been carried out so far now. However, the information regarding the regional geology of the project area was obtained from the geological may [map] of Central Nepal at a scale of 1:250,000 prepared by United nations for the Government of Ne... | geology | factual | medium |
Describe the lithological succession of the Budhi Gandaki River Basin from south to north, naming each formation or group and its principal rock types. | From south to north, the lithology of the Budhi Gandaki River Basin comprises three units: (1) Ranimatta Formation – mainly grey to greenish phyllite with interbedding of conglomerates and massive quartzite beds; (2) Ghanpokhara Formation – mainly black to grey slates and green shales, which also include white to grey ... | Lithology: The lithology of the Budhi Gandaki River Basin can be described from south to north as below: Ranimatta Formation: Comprises mainly of Grey – Greenish Phyllite with interbedding of conglomerates and massive quartzite beds. Ghanpokhara Formation: Comprised mainly of black to grey, slates and green shales. It ... | structured_extraction | structured_extraction | medium |
What types of geological structures are present in the Budhi Gandaki River Basin, and how does the river's course relate to these structures? | The Budhi Gandaki River Basin contains thrusts, faults, and folds. The river flows from north to south crossing thrusts and faults, then flows to the south again crossing thrusts and flows parallel to faults and folds. Additionally, a fault follows the river flow up to the confluence of the Ankhu Khola onwards. | The Budhi Gandaki River Basin comprises a number of geological structures such as thrusts, faults and folds. The river flows from north to south crossing a thrusts and fault. Then the river flows to south again crossing thrusts and flows parallel to faults and folds. The fault follows the river flow upto confluence of ... | geology | technical_explanation | medium |
Describe the catchment characteristics of the Budhi Gandaki at the proposed intake, including total catchment area, elevation range, position relative to the snowline, physiographic setting, and drainage pattern. | The total catchment area of the Budhi Gandaki at the proposed intake is 1889 km², with elevations ranging from 1563 m to about 6235 m. The majority of the catchment lies below the snowline. Physiographically, the catchment lies between the Higher Himalayas and the Lesser Himalayas. The drainage system of the study area... | "The catchment area has dendritic drainage pattern and total catchment area of Budhi Gandaki at the proposed intake is 1889 km². It has elevation ranging from 1563m. to about 6235m. the majority of the catchment is below snowline. As per physiographic regions, the catchment lies in between the Higher and the Lesser Him... | hydrology | synthesis | medium |
Summarize the key physiographic, climatic, and water-use characteristics of the Gandaki River Basin relevant to hydropower generation. | Gandaki is the major river of the Gandaki River Basin and joins the Trishuli River, flowing with an average slope of about 32% over the river basin up to the gauging station at Arughat. The catchment area lies in the sub-tropical region, with an annual average precipitation of about 1687 mm and minimum and maximum temp... | Gandaki is the major river of Gandaki River Basin which joins Trishuli River. The river flows with an average slope of about 32% over the river basin up to gauging station at Arughat. Climatological record of Nepal shoes that the catchment area lies in the sub-tropical reason. The annual average precipitation is about ... | site_characteristics | synthesis | medium |
Why must the DHM stream flow records be transformed rather than applied directly in the flow analysis for the Upper Budhi Gandaki hydropower plant? | Because the catchment area at the DHM Gauging Station No. 445 at Arughat, which lies on the river downstream of the proposed plant, is different from the catchment area of the proposed plant site. Since the gauging station and the plant do not share the same catchment area, the measured stream flow data must be transfo... | There is DHM Gauging Station Nos. 445 at Arughat on the river on the downstream of the plant. Since the catchment area for the gauging station and proposed plant is different the stream flow data can be transformed for the analysis purpose. | hydrology | cause_effect | medium |
For the Upper Budhi Gandaki Hydropower Project (254 MW) gauging station basin, what percentage of the mean annual precipitation falls during the monsoon season? | From Table 4.1, the mean annual precipitation (PI_ann) is 1687 mm and the monsoon precipitation (PI_monsoon) is 1247 mm. Percentage of annual precipitation occurring in the monsoon = (1247 mm / 1687 mm) × 100 ≈ 73.9%. Therefore, approximately 74% of the annual precipitation falls during the monsoon season. | Table 4.1: Gauging Stations lists PI_ann = 1687 mm and PI_monsoon = 1247 mm for the basin (Area 3968 km²). | hydrology | calculation | medium |
According to Table 4.2, which meteorological station around the watershed has the longest record length, and what are its index number, altitude, latitude, and longitude? | Nuwakot has the longest record length at 40 yr. Its index number is 0172, its altitude is 1003 m, its latitude is 27.92 (n), and its longitude is 85.17 (e). For comparison, the other stations have shorter records: Jagat 39 yr, Arughat 39 yr, Trishuli 9 yr, and Larkesamd 18 yr. | Table 4.2 (Meteorological stations around the watershed) lists record lengths of 39 yr for Jagat, 39 yr for Arughat, 9 yr for Trishuli, 40 yr for Nuwakot, and 18 yr for Larkesamd. The row '0172 | Nuwakot | 1003 | 27.92 | 85.17 | 40' gives Nuwakot's altitude (m) = 1003, latitude (n) = 27.92, longitude (e) = 85.17, and r... | meteorology | table_interpretation | easy |
Which method was used to estimate the mean flow series at the proposed intake site of the Upper Budhi Gandaki Hydropower Project (254 MW), who developed it, and what catchment parameters does it require? | The HYDEST method was used to estimate the mean flow series at the proposed intake site. It was developed by WECS/DHM in 1990 for evaluating the hydrologic characteristics of a catchment area. The method requires the distribution of the catchment area in altitude along with the monsoon index of the catchments; for this... | The HYDEST method has been used to estimate mean flow series at the proposed intake site. The method was developed by WECS/DHM in 1990 for evaluating the hydrologic characteristics of catchments area and its distribution in altitude ... along with monsoon index of the catchments. The monsoon wetness index from isoheyta... | hydrology | technical_explanation | medium |
What are the catchment areas of the Budhi Gandaki river at the Arughat gauging station, at the intake site, and at the power house site? | The catchment area up to the Budhi Gandaki at Arughat, where the gauging station is located, is 3968 km². For the project purposes, the catchment area at the intake site is 1889.05 km² and at the power house site is 1899.42 km². | The gauging station is at Arugaht, hence need to be transformed to the intake and power house site. The catchment area up to of Budhi Gandaki at Arughat is 3968kmm². For our purpose the catchment area at intake site is 1889.05km² and at power house is 1899.42km². | hydrology | numerical_extraction | medium |
Why should the power flow diverted through the intake of a hydroelectric project be somewhat less than the mean monthly flow? | Because for the larger part of the year, the flow in any stream will be lesser than the mean monthly flow, since the average flow obviously lies between low and high flows. If the intake diverted a discharge equal to the mean monthly flow, it would exceed the actually available stream flow during most of the year. Ther... | For the larger part of the year, the flow in any stream will be lesser than mean monthly flow because average flow is obviously between low and high flow. Therefore, the power flow diverted through intake of the project should be somewhat less than that of mean monthly flow. | hydropower_hydrology | cause_effect | medium |
Using the mean monthly flows at the intake area given in Table 4.3, calculate the mean annual flow at the intake site of the Upper Budhi Gandaki Hydropower Project. | Sum of the twelve mean monthly flows: 29.82907 + 25.98931 + 30.0944 + 47.23015 + 88.63227 + 198.6391 + 366.6261 + 397.1649 + 284.5842 + 125.4443 + 63.62807 + 40.36671 = 1698.22858 m³/sec. Mean annual flow = 1698.22858 / 12 ≈ 141.52 m³/sec. | Table 4.3: Mean monthly flow at intake area, m³/sec — Jan 29.82907, Feb 25.98931, Mar 30.0944, Apr 47.23015, May 88.63227, Jun 198.6391, Jul 366.6261, Aug 397.1649, Sep 284.5842, Oct 125.4443, Nov 63.62807, Dec 40.36671. | hydropower_hydrology | calculation | medium |
In the Upper Budhi Gandaki Hydropower Project (254 MW) desk study report, what hydrological dataset was used for the hydrology analysis, how were the yearly hydrographs handled, and where is the average annual hydrograph for the intake presented? | The hydrology analysis used 23 years of daily discharge data. Separate hydrographs were prepared for each year and then averaged. The average annual hydrograph for the intake is given in Figure 4.1. | "The analysis of hydrology 23 years daily discharge is taken. Separate hydrographs of each year average. Average annual hydrograph for intake is given in figure 4.1" — UPPER BUDHI GANDAKI HYDROPOWER PROJECT (254MW) DESK STUDY REPORT. | hydropower_hydrology | factual | easy |
What is a flow duration curve, and why is it useful in a run-of-the-river hydroelectric project? | A flow duration curve is a probability-discharge curve that shows the percentage of time a particular flow is equaled or exceeded. In a run-off-the-river hydroelectric project, it is useful because knowing the variation of flow over the year allows selection of the most appropriate turbine configuration. For this proje... | "A flow duration curve is a probability discharge curve that shows the percentage of time a particular flow is equaled or exceeded. In a run-off-the-river hydroelectric project, it is useful to know the variation of flow over the year to select the most appropriate turbine configuration. Various methods described above... | hydropower_hydrology | technical_explanation | medium |
In the Upper Budhi Gandaki Hydropower Project desk study report, why was the flow over the year examined, and which figure presents the adopted flow duration curve? | The flow over the year was examined to select the most appropriate turbine configuration. Various methods described in the report were used to develop the flow duration curve at the feasibility study stage of the project, and the adopted flow duration curve is presented in Figure 4.2, titled 'Flow Duration Curve at Int... | 'flow over the year to select the most appropriate turbine configuration'; 'Various methods described above were used to develop the flow duration curve at feasibility study of the project.'; 'The adopted flow duration curve is presented in figure below'; 'FIGURE 4.2: FLOW DURATION CURVE AT INTAKE SITE BUDHI GANDAKI' | hydropower_engineering | technical_explanation | medium |
What hydrological data basis, efficiency, outage, and minimum release assumptions were used in computing power and energy for the Upper Budhi Gandaki Hydropower Project? | Power and energy were calculated on the basis of daily flow derived from over 23 years of hydrological data, with dry-season energy and wet-season energy computed separately. The overall efficiency of the plant was taken as 86.55%. Unscheduled outage was assumed at 4% for the dry season and 7% for the wet season. A min... | Power and energy obtained from the Budhi Gandaki were calculated on the basis of daily flow for over 23 years hydrological data. Dry Energy and Wet energy are calculated based on the dry and wet season. The overall efficiency of the plant is taken as 86.55%. The outage for dry season is taken 4% and 7% for wet season. ... | power_and_energy | synthesis | medium |
The gross head from survey data for the Upper Budhi Gandaki Hydropower Project is 300 m, while the net head adopted for energy computation is 285.00 m. Using the project's head relationship, what total head loss does this imply? | Since Net Head (Hn) = Gross Head – Total Head Loss, the total head loss can be found by rearranging: Total Head Loss = Gross Head – Net Head = 300 m – 285.00 m = 15 m. | Net Head (Hn) = Gross Head – Total Head Loss ... The gross head according to the survey data is 300m. Considering losses net head adopted is 285.00 m | hydropower_energy_computation | calculation | medium |
In the power calculation for the Upper Budhi Gandaki Hydropower Project (254 MW), verify whether the stated overall efficiency of 86.55% is consistent with the individual component efficiencies listed in the table. | Yes. The overall efficiency is the product of the turbine, generator, and transformer efficiencies: 0.92 × 0.96 × 0.98 = 0.8655, i.e., approximately 86.55%. This matches the overall efficiency of 86.55% reported in the power calculation table. | Turbine Efficiency 92.00%; Generator Efficiency 96.00%; Transformer Efficiency 98.00%; Overall Efficiency 86.55% | hydropower engineering | calculation | medium |
Using the monthly energy table, verify whether the total energy reported for April is consistent with its dry season and wet season energy components. | Yes, the April figures are internally consistent. The dry season energy is 37.33 GWh and the wet season energy is 36.16 GWh. Summing them: 37.33 GWh + 36.16 GWh = 73.49 GWh, which exactly matches the reported total energy of 73.49 GWh for April. | Apr row: Flow 47.23 m³/s, Available Flow 44.63 m³/s, Design Flow 43.66 m³/s, Operating Days 30, Generation Capacity 108.00 MW, Outage & Consumption Internal Avg 6% = 3.11, Dry Season Energy 37.33 GWh, Wet Season Energy 36.16 GWh, Total Energy 73.49 GWh | hydropower_plant_monthly_energy_generation | calculation | medium |
In the monthly table, one numeric column shows a constant value of 43.66 for every month from April through November, but a different value in December. What value does this column show for December, and how does it relate to December's other entries? | For December the column shows 37.77 instead of 43.66. This exactly equals December's second numeric value (40.37 - 2.60 = 37.77). From April through November the corresponding second-column values (44.63, 86.03, 196.04, 364.03, 394.57, 281.99, 122.85, 61.03) all exceed 43.66, so the column stays pinned at 43.66. Thus t... | Apr 47.23 44.63 43.66 30 108.00 ...; May 88.63 86.03 43.66 31 208.19 ...; Jun 198.64 196.04 43.66 30 254.09 ...; Jul 366.63 364.03 43.66 31 254.09 ...; Aug 397.16 394.57 43.66 31 254.09 ...; Sep 284.58 281.99 43.66 30 254.09 ...; Oct 125.44 122.85 43.66 31 254.09 ...; Nov 63.63 61.03 43.66 30 147.68 ...; Dec 40.37 37.7... | hydropower | table_interpretation | medium |
Under the Scope of Services for the Upper Budhi Gandaki Hydropower Project (254 MW), what two tasks comprise the Consultant's prime task, and how are these studies to be carried out? | The Consultant's prime task is divided into two groups: (1) to conduct a Feasibility Study and (2) to conduct an Environmental Impact Assessment (EIA) for the specified hydropower project. Both of these studies shall be carried out simultaneously. | "The prime task of the Consultant is divided into two groups: To conduct a Feasibility Study and Environmental Impact Assessment (EIA) for the specified hydropower project. Both of these studies shall be carried out simultaneously." (Section 6.1, Scope of Services) | project_scope | factual | easy |
For the Upper Budhi Gandaki Hydropower project, what specific components does the feasibility study objective include, which guidelines must the study comply with, and what aspects of the project shall the study cover? | The feasibility study objective includes: Topographical Survey; Field Investigation; Access Road Design; Transmission Line Design; Project Optimization Study; Technical, Economical and Environmental Feasibility of the Project; and Financial Viability of the Project. The feasibility study shall be carried out in accorda... | The objective of the Upper Budhi Gandaki Hydropower study is to carry out feasibility study including. Topographical Survey, Field Investigation, Access Road Design, Transmission Line Design, Project Optimization Study, Technical, Economical and Environmental Feasibility of the Project, and Financial Viability of the P... | hydropower_feasibility_study | structured_extraction | medium |
What activities are specified to be included in the Environmental Impact Assessment (EIA) study under Section 6.2.2 of the Upper Budhi Gandaki Hydropower Project (254 MW) desk study report? | The EIA study will include the following activities: delineation of project area and project affected area; description of the proposed project; publication of scoping notice on National Daily Newspaper; preparation of Scoping Document and Terms of Reference of EIA; description of the existing environmental baseline da... | 6.2.2 ENVIRONMENTAL IMPACT ASSESSMENT - Similarly the EIA study will include following activities: Delineation of project area and project affected area; Description of the proposed project; Publication of scoping notice on National Daily Newspaper; Preparation of Scoping Document and Terms of Reference of EIA; Descrip... | environmental_impact_assessment | structured_extraction | medium |
For the Upper Budhi Gandaki Hydropower Project (254 MW) feasibility study, which key professionals are required and what is each professional's stated responsibility? | The required key professionals and their responsibilities are: Project Manager – overall management of the project; Team Leader – coordination of the Feasibility Study Team; Hydropower Engineer – layout and design, optimization of the project; Geotechnical Engineer – geotechnical investigation; Geologist – geological s... | The required key professionals for the study of the project and their responsibilities are presented in table below: KEY PROFESSIONALS AND THEIR RESPONSIBILITIES ... Project Manager – Overall management of the project; A. Feasibility Study; 1. Team Leader – Coordination of Feasibility Study Team; 2. Hydropower Engineer... | project_personnel | structured_extraction | medium |
In the study team for the Upper Budhi Gandaki Hydropower Project (254 MW), which specialists are assigned to investigating the natural physical environment, and what is each specialist's scope of work? | Three specialists cover the natural physical environment: (1) the Geotechnical Engineer, responsible for the Geotechnical Investigation; (2) the Geologist, responsible for the Geological Study and Mapping; and (3) the Hydrologist, responsible for the Hydrological, Meteorological and Sediment Study. | 3. Geotechnical Engineer - Geotechnical Investigation; 4. Geologist - Geological Study and Mapping; 5. Hydrologist - Hydrological, Meteorological and Sediment Study (UPPER BUDHI GANDAKI HYDROPOWER PROJECT (254MW) DESK STUDY REPORT) | study_team_composition | table_interpretation | medium |
Which members of the EIA team are responsible for assisting in the preparation of the Environmental Mitigation and Monitoring Plan? | Two team members assist in the preparation of the Environmental Mitigation and Monitoring Plan: the Environmental Engineer, who provides data on the physical environment, and the Botanist/Ecologist/Forester, who provides data on the ecological environment. In addition to this assistance role, both are also responsible ... | "2. Environmental Engineer — Data on Physical Environment, assist in Preparation of Environmental Mitigation and Monitoring Plan; Collection, Evaluation and Analysis of Baseline" and "4. Botanist/Ecologist/Forester — Data on Ecological Environment, assist in Preparation of Environmental Mitigation and Monitoring Plan; ... | environmental_impact_assessment | table_interpretation | medium |
Which expert roles listed in the team composition table are responsible for assisting in the preparation of the Environmental Mitigation and Monitoring Plan, and what distinct responsibility is assigned to the Rural Development Expert? | Three expert roles assist in the preparation of the Environmental Mitigation and Monitoring Plan: the Zoologist/Forester (who also provides data on avi-fauna and wild life), the Fish Biologist (who also provides data on fish and aquatic fauna), and the Sociologist (who also handles collection, evaluation and analysis o... | Row 5: 'Zoologist/Forester – Data on Avi-fauna and Wild Life, assist in Preparation of Environmental Mitigation and Monitoring Plan'; Row 6: 'Fish Biologist – Data on Fish and Aquatic Fauna, assist in Preparation of Environmental Mitigation and Monitoring Plan'; Row 7: 'Sociologist – Collection, Evaluation and Analysis... | environmental_impact_assessment | table_interpretation | medium |
For the Upper Budhi Gandaki Hydropower Project (254 MW) desk study, what percentage of the total estimated study cost is represented by the manpower cost listed under the Feasibility Study? | The total study cost is estimated at NRs. 15,000,000, and the manpower cost under the Feasibility Study is NRs. 4,000,000.00. Calculation: (4,000,000.00 ÷ 15,000,000) × 100 ≈ 26.67%. Therefore, the manpower cost represents approximately 26.67% of the total estimated study cost. | "The cost for the study is estimated to be NRs. 15,000,000 (Nepali Rupees Fifteen Million Rupees only)." Cost Breakdown of the Study: "A. Feasibility Study; 1. Manpower Cost 4,000,000.00". | hydropower project cost estimation | calculation | medium |
In the Field Work section of the cost estimate, which line items and amounts are listed under Geological and Geotechnical Investigation (item 3.1), and which of these is the largest single cost? | Geological and Geotechnical Investigation comprises three line items: Site Investigation, Mapping and Field Test at 6,000,000.00; Sampling and Lab Test at 300,000.00; and Construction Material Survey and Testing at 200,000.00. The largest single cost is Site Investigation, Mapping and Field Test at 6,000,000.00, which ... | 3.1 Geological and Geotechnical Investigation: 3.1.1 Site Investigation, Mapping and Field Test 6,000,000.00; 3.1.2 Sampling and Lab Test 300,000.00; 3.1.3 Construction Material Survey and Testing 200,000.00 | cost_estimate | table_interpretation | medium |
For Section B (Environment Impact Assessment) of the project budget, add up the individual cost components and confirm whether they match the stated Sub-total of B. | The components are: Manpower Cost = 1,000,000.00; Transportation = 100,000.00; Field Work (EIA Study) item 3.1 Data Collection, Public Hearing and Notification = 500,000.00; Office Expenses and Report Production = 400,000.00. Sum: 1,000,000.00 + 100,000.00 + 500,000.00 + 400,000.00 = 2,000,000.00, which matches the sta... | B. Environment Impact Assessment: 1. Manpower Cost 1,000,000.00; 2. Transportation 100,000.00; 3. Field Work (EIA Study), 3.1 Data Collection, Public Hearing and Notification 500,000.00; 4. Office Expenses and Report Production 400,000.00; Sub-total of B 2,000,000.00 | project_budget | calculation | medium |
According to the report, where does Yaru Bagar lie in relation to the local administrative units? | Yaru Bagar lies at the junction of Sirdibas, Uhiya and Kerauja VDCs. This is noted in the caption of the intake site photograph, indicating that the intake area of the Upper Budhi Gandaki Hydropower Project (254 MW) is located at Yaru Bagar. | View of Intake Site, as seen from downstream (south) (Yaru Bagar Lies at junction of Sirdibas, Uhiya and Kerauja VDC) | project_site_geography | factual | easy |
In the Terms of Reference for the Upper Budhi Gandaki Hydropower Project Feasibility Study, what map scales are specified for the detailed topographic survey of the headworks, waterways, powerhouse and tailrace area compared to the topographic survey of the access road? | The detailed topographic survey and mapping of the headworks, waterways, powerhouse and tailrace area must be done at a scale of 1:1,000, while the topographic survey of the access road must be done at a coarser scale of 1:10,000. | "Detailed Topographic survey and mapping of headworks, waterways, powerhouse and tailrace area on a scale of 1:1,000"; "Topographic survey of access road on a scale of 1:10,000" | topographic_survey | factual | easy |
What specific activities are included under the Hydrological Study component of the project investigation works? | The Hydrological Study comprises four activities: (1) low flow measurement; (2) installation of a staff gauging station at a suitable location of the intake site; (3) river sediment analysis along with petrographic analysis of the river materials and bed particles; and (4) hydrolysis analysis. | A1.2 Hydrological Study: Low flow measurement; Installation of staff gauging station at suitable location of intake site; River sediment analysis and petrographic analysis of the river materials and bed particles; Hydrolysis analysis. | hydropower_investigation_scope | structured_extraction | medium |
In the Upper Budhi Gandaki Hydropower Project (254 MW) desk study, what work is covered under study tasks A4 through A7? | A4 – Construction planning and scheduling: preparation of the construction plan and work schedule. A5 – Cost estimates: rate analysis, quantity estimate and costing of the project. A6 – Project evaluation (economic and financial analysis): economic and financial analysis of the project. A7 – Report: preparation of the ... | A4. Construction planning and scheduling — Preparation of construction plan and work schedule; A5. Cost estimates — Rate analysis, quantity estimate and costing of the project; A6. Project evaluation (economic and financial analysis) — Economic and financial analysis of the project; A7. Report — Preparation of final fe... | structured_extraction | structured_extraction | easy |
What steps are outlined under the environmental impact analysis for the Small Hydropower Project in the Upper Budhi Gandaki Hydropower Project (254 MW) desk study report? | The environmental impact analysis involves the following steps: (1) publication of a scoping notice; (2) baseline survey of the project area; (3) identification of the potential environmental impacts of implementation of the Small Hydropower Project; (4) analysis of alternatives; (5) development of an environmental man... | B. ENVIRONMENTAL IMPACT ANALYSIS — Publication of Scoping Notice; Baseline survey of the project area; Identification of the potential environmental impacts of implementation of Small Hydropower Project; Analysis of alternatives; Development of an environmental management plan and mitigation measures; Preparation of fi... | environment | structured_extraction | medium |
What is the overall financial structure of the Upper Budhi Gandaki Hydropower Project (254 MW), including the split between term loan and paid-up capital for fixed assets, working capital, and total investment? | The overall financial structure, in Rs. millions, is: A. Fixed Assets: 22,617 — Term Loan (including capitalized IDC) 82% = 18,529 and Paid Up Capital 18% = 4,088. B. Working Capital: 420 — Term Loan 50% = 210 and Paid Up Capital 50% = 210. C. Total Investment: 23,036 — Term Loan 81% = 18,739 and Paid Up Capital 19% = ... | Annexure I, OVERALL FINANCIAL STRUCTURE, Rs.in "Millions": A. Fixed Assets: 22,617 — I. Term Loan (including capitalized IDC) 82% 18,529; II. Paid Up Capital 18% 4,088. B. Working Capital: 420 — I. Term Loan 50% 210; II. Paid Up Capital 50% 210. C. Total Investment: 23,036 — I. Term Loan 81% 18,739; III. Paid Up Capita... | finance | table_interpretation | medium |
For the Bhudhi Gandaki Hydropower Project, verify that the stated total finance requirement is consistent with its components, showing the calculation. | Yes, the components sum to the stated total. Fixed assets 20,440 + Interest during Construction 2,177 + Working Capital 420 = 23,037, which matches the stated total finance requirement of 23,037. | Finance Requirement: Fixed assets 20,440; Interest during Construction 2,177; Working Capital 420; Total 23,037 (Bhudhi Gandaki Hydropower Project, Annexure IIa, Analysis Parameters). | project_finance | calculation | medium |
After capitalization of interest incurred during the construction period, what are the term loan amount, the debt-to-equity proportions, and how are these figures derived? | Before interest capitalization, the term loan is 16,352 and equity is 4,088 (total 20,440). Capitalized interest during the construction period adds 2,177 to the term loan, giving 16,352 + 2,177 = 18,529 after capitalization, while equity remains 4,088. Total capitalization is therefore 18,529 + 4,088 = 22,617. Debt pr... | Term Finance Ratio table: Term Loan 16,352 (before interest capitalization), interest in construction period capitalization 2,177, after interest capitalization 18,529 at 82%; Equity 4,088 at 18%; Total 20,440 before, 22,617 after. Interest rate on project loan = 7%; Repayment period = 8 years; Project construction per... | project_financing | calculation | medium |
What depreciation rates does the document specify for building and civil constructions, furniture and office equipment, vehicles, and machinery? | Depreciation is taken as per the Income tax Act 2058 with the following rates: Building and Civil Constructions - 3.33%, Furnitures and office equipmets - 25%, Vehicles - 20%, and Machinaries - 3.33%. | Depreciation as per Income tax Act 2058: Building and Civil Constructions 3.33%; Furnitures and office equipmets 25%; Vehicles 20%; Machinaries 3.33% | hydropower_project_financial_parameters | table_interpretation | medium |
According to the analysis parameters, what proportion of the total annual power generation is produced during the wet months, and which months are classified as wet? | Wet months are defined as Baisakh to Mansir, generating 1,193 GWh out of a total annual generation of 1,389 GWh. Proportion = (1,193 ÷ 1,389) × 100 ≈ 85.9% of total annual generation. The remaining dry months (Poush to Chaitra) contribute 197 GWh, i.e., (197 ÷ 1,389) × 100 ≈ 14.2%. Note: the wet and dry figures sum to ... | 13 Power generation: Wet months (Baisakh to Mansir) 1,193 (Gwh); Dry months (Poush to Chaitra) 197 (Gwh); Total 1,389 (Gwh) | hydropower_financial_analysis | calculation | medium |
What major repair expenditures are scheduled for the plant over the financial analysis period, and what is their combined total? | Major repairs are scheduled at five points during the analysis period: Rs. 100 million at the 6th year, Rs. 100 million at the 11th year, Rs. 400 million at the 16th year, Rs. 400 million at the 21st year, and Rs. 400 million at the 26th year. Combined total = 100 + 100 + 400 + 400 + 400 = Rs. 1,400 million. | 15 Plant repair-general 1% of plant cost escallation 4% every year; major repair at 6th year Rs. 100 million; at 11th year Rs. 100 million; at 16th year Rs. 400 million; at 21st year Rs. 400 million; at 26th year Rs. 400 million | financial | calculation | medium |
According to the financial assumptions for the Bhudhi Gandaki Hydropower Project, what dividend rate is paid to equity holders, how is it expressed, and when does payment begin? | Dividends to equity holders are paid at 25.0% on capital invested, beginning in the year of energy sale. The schedule shows 25.0% for each year from year 1 through year 14. For the range listed as '15 to 30 th FA year' (annotated '- 2 of 15' in the document), the rate is likewise shown as 25.0%. | Dividend to equity holders | year of energy sale | % on capital invested: years 1 through 14 each 25.0%; '15 to 30 th FA year - 2 of 15' 25.0% | financial_assumptions | table_interpretation | easy |
Do the individually listed civil construction cost items add up to the total reported for 'II. Civil Constructions'? Show the verification calculation. | Yes. Summing the twelve listed items: Access Road 700.000 + Bridge over Bhudi Gandaki 200.000 + River diversion tunnel/bund etc 193.254 + Headworks with Intake 1,000.000 + Protection work for Yaru Khola 100.000 + Desander 500.000 + Tunnel 2,705.562 + Surge Tank including Rocktrap 257.296 + Penstock Pipe 159.279 + Power... | II. Civil Constructions 6,455.391; Access Road 700.000; Bridge over Bhudi Gandaki 200.000; River diversion tunnel/bund etc 193.254; Headworks with Intake 1,000.000; Protection work for Yaru Khola 100.000; Desander 500.000; Tunnel 2,705.562; Surge Tank including Rocktrap 257.296; Penstock Pipe 159.279; Powerhouse Civil ... | cost_estimation | calculation | medium |
In the cost breakdown, do the individual line items under section 'III. EM/HM works' add up to the reported section total of 7,206.297? Show the calculation. | Yes. Adding the four components: Metal Works (Gates, Trashrack & Valves) 300.000 + Metal Works (Penstock) 238.797 + Powerhouse Electromechanical Equipment 6,191.250 + Switchyard & Substation (Equipment) 476.250 = 7,206.297, which matches the reported EM/HM works total of 7,206.297. | III. EM/HM works 7,206.297 | Metal Works (Gates, Trashrack & Valves) 300.000 | Metal Works (Penstock) 238.797 | Powerhouse Electromechanical Equipment 6,191.250 | Switchyard & Substation (Equipment) 476.250 | hydropower_project_cost_estimation | calculation | medium |
Under item IX (Motor Vehicles) of the project cost estimate, which vehicle types are listed, how many units of each are budgeted, and what is the subtotal for this item? | Two vehicle types are listed: Bike, with 10 units budgeted at a cost of 1.500, and Pickup-jeep, with 5 units budgeted at a cost of 12.500. The subtotal for Motor Vehicles (item IX) is 14.000. | IX. Motor Vehicles 14.000 14.000; Bike 10 1.500; Pickup-jeep 5 12.500 | hydropower_project_cost_estimation | table_interpretation | medium |
What is the proposed financing structure before interest capitalization, and how are the funds disbursed across the four years? | Before interest capitalization, the project is financed with an 80% loan arrangement amounting to 16,352.00 and a 20% equity contribution amounting to 4,088.00, for a total of 20,440.00. The funds are disbursed over four years at 10%, 30%, 40%, and 20% respectively:
- Year 1: Loan 1,635.200 + Equity 408.800 = Total 2,0... | "SOURCES OF FINANCING PROPOSED BEFORE INT. CAPITALIZED Principal: I. Loan arrangement 80% 16,352.00; ii. Equity Contribution 20% 4,088.00; Total 20,440.00." Fund Disbursement table: "Year1 10%, Year2 30%, Year3 40%, Year4 20%; Loan 1,635.200 / 4,905.600 / 6,540.800 / 3,270.400, Total 16,352.000; Equity 408.800 / 1,226.... | hydropower_project_financing | table_interpretation | medium |
For the Bhudhi Gandaki Hydropower Project, how do the proposed sources of financing (after interest capitalization) combine to arrive at the total financing requirement, and what share does each source represent? | The financing consists of two sources: (1) Loan arrangement at 82%, comprising a principal of Rs. 16,352.000 plus capitalized interest of Rs. 2,176.793, giving a loan total of Rs. 18,528.793; and (2) Equity Contribution at 18%, amounting to Rs. 4,088.000. Combining both sources: 18,528.793 + 4,088.000 = Rs. 22,616.793,... | SOURCES OF FINANCING PROPOSED AFTER INT. CAPITALIZED: I. Loan arrangement 82% Principle 16,352.000, Interest 2,176.793, Total 18,528.793; ii. Equity Contribution 18% Total 4,088.000; Grand total 22,616.793. | hydropower_project_financing | calculation | medium |
According to the cost estimate, list the six main cost categories with their amounts (Rs. in millions), state the total, and identify which category accounts for the largest share. | I. Land, Land Development and Environmental Cost: Rs. 228.925 million; II. Civil Constructions: Rs. 6,455.391 million; III. EM/HM works: Rs. 7,206.297 million; IV. Transmission Line: Rs. 1,600.000 million; V. Camp and Construction Power: Rs. 1,209.108 million; VI. Other Costs: Rs. 3,740.744 million. Total = Rs. 20,440.... | E COST) Rs.in 'Millions' Qty Base Cost | I. Land, Land Development and Environmental Cost 228.925 | II. Civil Constructions 6,455.391 | III. EM/HM works 7,206.297 | IV. Transmission Line 1,600.000 | V. Camp and Construction Power 1,209.108 | VI. Other Costs 3,740.744 | Total 20,440.466 | cost_estimation | table_interpretation | medium |
In the Bhudhi Gandaki Hydropower Project's 'Calculation of Depreciation' (Annexure IV), which depreciation method is applied, what depreciation rate is assigned to each asset category, and what are the overall totals for cost, interest, and the combined amount? | The depreciation method is WDV (Written Down Value) as per IT Act 2058. Rates by asset category: Land and Land Development - 0%; Civil Constructions - 3.33%; Electromechanical works - 3.33%; Transmission Line & Substation - 3.33%; Furniture, Fixture and Office Equipments - 25.0%; Motor Vehicles - 20.0%. Overall totals:... | 'Depreciation Method WDV as per IT Act 2058'; 'I. Land and Land Development 0'; 'II. Civil Constructions 3.33%'; 'iii. Electromechanical works 3.33%'; 'iv. Transmission Line & Substation 3.33%'; 'v. Furniture, Fixture and Office Equipments 25.0%'; 'vi. Motor Vehicles 20.0%'; totals row '15,304 2,176 17,480'. | technical | table_interpretation | medium |
What depreciation method is applied to the project's fixed assets, and what is the written-down value of Civil Constructions in Year 1 and Year 15? | The assets are depreciated using the Written Down Value (WDV) method as per the IT Act 2058. The written-down value of Civil Constructions is Rs. 246 million in Year 1, declining steadily each year to Rs. 150 million by Year 15. | "Depreciation Method WDV as per IT Act 2058"; "Year 1 2 3 ... 14 [and] 15, Rs.in 'Millions'"; "II. Civil Constructions 246 229 222 215 208 202 195 189 183 177 171 166 160 155 [year 15] 150" | depreciation_schedule | table_interpretation | medium |
From the written down value (WDV) schedule of the hydropower project's fixed assets, state the beginning and ending WDV figures shown for (a) Civil Constructions, (b) Electromechanical works, and (c) Transmission Line & Substation. | (a) Civil Constructions begins at 7,128 and declines steadily to 4,506 at the end of the schedule. (b) Electromechanical works begins at 7,958 (the highest of the three categories) and declines to 5,031. (c) Transmission Line & Substation begins at 1,767 and declines to 1,118. All three asset categories show continuous... | II. Civil Constructions: 7,128, 6,899, 6,677, 6,462, 6,254, 6,052, 5,857, 5,668, 5,485, 5,308, 5,137, 4,971, 4,811, 4,656, 4,506. iii. Electromechanical works: 7,958, 7,702, 7,454, 7,214, 6,982, 6,757, 6,539, 6,328, 6,124, 5,927, 5,736, 5,551, 5,372, 5,199, 5,031. iv. Transmission Line & Substation: 1,767, 1,710, 1,655... | depreciation_schedule | table_interpretation | medium |
Which asset or work categories are identified by name in the table? | Four named categories appear in the table: Motor Vehicles (listed as item vi.), Building and Civil Constructions (listed as item II.), Electromechanical works (listed as item iii.), and Transmission Line & Substation (listed as item iv.). | "vi. Motor Vehicles"; "II. Building and Civil Constructions"; "iii. Electromechanical works"; "iv. Transmission Line & Substation" | asset_classification | structured_extraction | easy |
According to the depreciation schedule, what are the first and last written-down values shown for 'Building and Civil Constructions', and by how much does the value decline over that period? | The written-down value of Building and Civil Constructions is 4,361 in the first year shown and 2,757 in the last year shown. The total decline over the period is 4,361 − 2,757 = 1,604 (in the monetary units used in the schedule, which are not specified in the excerpt). | II. Building and Civil Constructions 4,361 4,220 4,084 3,952 3,825 3,702 3,583 3,468 3,356 3,248 3,143 3,042 2,944 2,849 2,757 | hydropower_project_financials | calculation | medium |
In the Bhudhi Gandaki Hydropower Project table (Annuxure V, FA-5 of 15), how does the value recorded against 'Transmission Line & Substation' progress across the columns, and what is the net change from the first to the last column? | The value declines steadily column by column: 1,082 → 1,047 → 1,013 → 980 → 948 → 917 → 887 → 858 → 830 → 803 → 777 → 752 → 728 → 705 → 682. Net change = 682 − 1,082 = −400, i.e., a decrease of 400 in the table's monetary units. | "iv. Transmission Line & Substation 1,082 1,047 1,013 980 948 917 887 858 830 803 777 752 728 705 682" (Bhudhi Gandaki Hydropower Project, ESTIMATION OF SALES REVENUE, Annuxure V, FA-5 of 15) | financial | table_interpretation | medium |
For the Bhudhi Gandaki Hydropower Project's estimation of sales revenue (Annexure V, operation based on 100% of capacity), how is the net saleable energy for the wet months (Baisakh to Mansir) derived? | Net saleable energy = Saleable Energy − Outage or safety allowance = 1,193 GWh − 60 = 1,133 GWh. The same row reports this as a total saleable figure of 1,133,046 MWh. | Table headers: 'Saleable Energy (Gwh)', 'Outage or safety', 'Net Saleable Energy', 'Total Saleable Mwh'. Row: 'Wet months ( Baisakh to Mansir) 1,193 60 1,133 1,133,046'. | hydropower | calculation | medium |
What are the key terms of the Power Purchase Agreement (PPA) regarding the contract period, base year tariff, annual escalation rate, and the agreed differential tariffs for wet and dry seasons? | As per the Power Purchase Agreement: the PPA period is 30 years; the base year tariff is 2067; the annual escalation is 3% per annum for the first 9 years; and the agreed differential tariff is Rs. 4.00 per kWh for wet months (Baishakh to Mansir) and Rs. 4.00 per kWh for dry months (Poush to Chaitra). | "PPA period : 30 years"; "Base year tarriff : 2067"; "Annual Excalation 3% per anuam for 1st 9 years"; "Agreed Differential tarrif Rs. Per kWh. Wet months (Baishakh to Mansir) 4.00; Dry months( Poush to Chaitra) 4.00" | PPA tariff terms | structured_extraction | medium |
The wet season energy sale volume stays at 1,133 thousand kWh in every projection year while the rate per kWh rises from 4.00 to 4.96. Show how the wet season energy sale amount grows from 4,532 to 5,620, and identify what drives the increase. | The wet season volume is constant at 1,133 thousand kWh per year, and the rate per kWh escalates by 0.12 each year (4.00, 4.12, 4.24, 4.36, 4.48, 4.60, 4.72, 4.84, 4.96). Sale amount = volume × rate: 1,133 × 4.00 = 4,532; 1,133 × 4.12 ≈ 4,668; 1,133 × 4.24 ≈ 4,804; 1,133 × 4.36 ≈ 4,940; 1,133 × 4.48 ≈ 5,076; 1,133 × 4.... | Wet Season Energy Sale kwh (000): 1,133 (constant); Rate per kwh: 4.00, 4.12, 4.24, 4.36, 4.48, 4.60, 4.72, 4.84, 4.96; Wet Season Energy Sale Amount: 4,532, 4,668, 4,804, 4,940, 5,076, 5,212, 5,348, 5,484, 5,620 | revenue_projection | calculation | medium |
In the projected energy sales table, what wet season energy sale volume (kwh, '000) and rate per kwh are used, and does the product of these two values match the reported Wet Season Energy Sale Amount? | The wet season energy sale volume is 1,133 thousand kwh per year at a constant rate of 5.08 per kwh across all years shown (years 16 through 30). Checking the calculation: 1,133 × 5.08 = 5,755.64, which rounds to 5,756, matching the reported Wet Season Energy Sale Amount of 5,756 (in the same thousand-unit scale) for e... | Wet Season Energy Sale kwh (000): 1,133; Rate per kwh: 5.08; Wet Season Energy Sale Amount: 5,756 — all constant across years 16–30. | revenue_projection | calculation | medium |
According to the financial analysis table, what are the two components of total revenue from energy sales, and verify that they sum to the reported total. | Total Revenue of 6,705 consists of two components: the Wet Season Energy Sale Amount of 5,756 and the Dry Season Energy Sale Amount of 949. Verification: 5,756 + 949 = 6,705, which matches the reported Total Revenue. For reference, the dry season component derives from sales of 187 (kwh in thousands) at a rate of 5.08 ... | Wet Season Energy Sale Amount ... 5,756; Dry Season Energy Sale kwh (000) ... 187; Rate per kwh ... 5.08; Dry Season Energy Sale Amount ... 949; Total Revenue ... 6,705 | financial_analysis | calculation | medium |
For the Bhudhi Gandaki Hydropower Project's working capital estimation (Annexure VII, based on 100% capacity utilisation), what are the inventory requirements for consumables and spare parts, and what is their combined value? | Under current assets, consumables require a minimum of 100 days of coverage valued at Rs. 2.000 million, while spare parts require a minimum of 300 days of coverage valued at Rs. 83.000 million. Combined inventory requirement = 2.000 + 83.000 = Rs. 85.000 million. | ESTIMATION OF WORKING CAPITAL REQUIREMENT, Based on 100% capacity utilisation; CURRENT ASSETS, Minimum Days of Coverage, Rs.in 'Millions'; I. Inventories* Consumables/utilities/Spare parts: Consumables 100 days, 2.000; Spare parts 300 days, 83.000 | hydropower | calculation | medium |
In the working capital assessment, what is the total current assets requirement, what is the accounts payable amount, and how is the resulting working capital financed between loan and equity? | Total current assets work out to 420.000, comprising: Consumables 2.000, Spare parts 83.000, Account Receivables - NEA bill due 330.000, Advance for expenses/salaries etc. 1.000, and Cash and Bank Balances (to meet expenses of 30 days) 4.000. Under current liabilities, Accounts Payable (consumables/expenses) is 0.500, ... | Consumables 2.000; Spare parts 83.000; II. Account Receivables -NEA bill due 22.5 330.000; Advance for expenses, salaries etc. 1.000; III. Cash and Bank Balances-to meet exp of 30 days 60 4.000; total 420.000. CURRENT LIABILITIES: I. Accounts Payables Consumables/expenses 15 0.500; total 419.500. SOURCES OF FINANCING: ... | finance | table_interpretation | medium |
In the Estimated Income Statement (Annexure VIII) for the Bhudhi Gandaki Hydropower Project, how does the income from sale of power change across the projection years, and in what unit are these figures reported? | The income from sale of power begins at Rs. 5,280 million in year 1 and increases steadily each year: Rs. 5,438 million, Rs. 5,596 million, Rs. 5,755 million, Rs. 5,913 million, Rs. 6,072 million, Rs. 6,230 million, Rs. 6,389 million, and Rs. 6,547 million, before leveling off at Rs. 6,705 million per year for the rema... | Bhudhi Gandaki Hydropower Project ... ESTIMATED INCOME STATEMENT ... Rs.in 'Millions' INCOME Income from sale power 5,280- 5,438- 5,596- 5,755- 5,913 ... 6,072 6,230- 6,389- 6,547 ... 6,705- 6,705 ... 6,705- 6,705- 6,705 | project_finance | table_interpretation | medium |
How does the operating profit before depreciation, interest and tax (OP. PROFIT BEFORE DEPC., INT., TAX) behave across the projection period? | It rises steadily from 4,899 through 5,048, 5,197, 5,347, 5,496, 5,544, 5,698, 5,842, and 5,985 to a peak of 6,126, after which it declines gradually over the remaining periods to 6,102, 6,098, 6,082, 6,066, and finally 6,049. | OP. PROFIT BEFORE DEPC., INT,TAX 4,899 5,048 5,197 5,347 5,496 5,544 5,698 5,842 5,985 6,126 6,102 6,098 6,082 6,066 6,049 | financial | table_interpretation | medium |
In the financial projection covering years 16 through 30, how does the accumulative profit evolve across those years? | Accumulative profit rises steadily every year from 2,802 in year 16 to 47,625 in year 30. The intermediate values are: 6,129, 8,351, 10,866, 13,676, 16,694, 20,030, 22,832, 25,905, 29,254, 32,926, 36,605, 40,282, and 43,956. The annual increases (differences between consecutive years) range from about 2,222 up to about... | ACCUMULATIVE PROFIT row values: 2,802; 6,129; 8,351; 10,866; 13,676; 16,694; 20,030; 22,832; 25,905; 29,254; 32,926; 36,605; 40,282; 43,956; 47,625. Year column headers: 16, 17, 18, 19, 20, 21, 22, ..., 23, 24, 25, 26, 27, 28, 29, 30. | hydropower_financial_projection | table_interpretation | medium |
In the projected income and expenditure statement, which expenditure line items are deducted from income, and what constant amount is shown for the Capacity Royalty in each year? | The expenditure line items listed are: Capacity Royalty, Energy Royalty, Management Cost, Plant Maintenance Charge, and Insurance. The Capacity Royalty is shown as a constant 6,705 in every year column of the projection. | The 'Capacity Royalty' row shows '6,705' repeated across all year columns (e.g., '6,705- 6,705- 6,705- 6,705- 6,705- 6,705- 6,705- 6,705'); the other labeled expenditure rows are 'Energy Royalty', 'Management Cost', 'Plant Maintenance Charge', and 'Insurance'. | hydropower_project_financials | table_interpretation | medium |
The financial projections apply 'INCOME TAX @15%'. Using the earning-before-tax figures shown in the table (4,290; 4,235; 4,183) and the corresponding tax charges (643; 635; 627), verify that these tax amounts are consistent with the stated 15% rate. | Yes, the tax charges are consistent with the 15% rate. Calculation: 4,290 × 15% = 643.5 ≈ 643; 4,235 × 15% = 635.25 ≈ 635; 4,183 × 15% = 627.45 ≈ 627. Each computed value matches the tabulated income tax figure after rounding, confirming the table applies the stated 15% income tax rate to the earning-before-tax amounts... | 'INCOME TAX @15%' with tax figures 643, 635, 627, 619; earning-before-tax figures 4,290, 4,235, 4,183, 4,128 appear in adjacent rows of the same projection table. | financial_projections | calculation | medium |
In the Bhudhi Gandaki Hydropower Project cash flow projections (Annexure IX), the accumulative retained profit stands at 73,573 at the end of one year. If the following year's retained profit after dividend is 2,010, what does the accumulative profit become? | Accumulative profit = 73,573 + 2,010 = 75,583. This matches the retained/accumulative profit figure of 75,583 shown in the projections, consistent with the running accumulation pattern (e.g., 71,525 + 2,048 = 73,573, and later 75,583 + 1,934 = 77,517) leading up to the final accumulative profit of 81,136. | "profit after dividend ... 2,048 2,010 1,074"; "ACCUMULATIVE PROFIT 77,517 79,370 81,136"; "(Retained ...) 75,583"; heading "Bhudhi Gandaki Hydropower Project CASH FLOW PROJECTIONS Annexure IX" | financial_projection | calculation | medium |
In the cash flow projections (Annexure IX) for the Bhudhi Gandaki Hydropower Project, what equity capital amounts are recorded for fixed assets and for working capital? | Equity capital for fixed assets is Rs. 4,088 million, and equity capital for working capital is Rs. 210 million. | Table header states 'Rs.in 'Millions''; row '2 b Fixed Assets' shows 4,088; row '3 Working Capital' shows '- 210'. | hydropower project finance | numerical_extraction | easy |
Based on the loan repayment schedule in the financial statement, what is the total of the annual long-term loan repayment amounts listed, and how does this total compare with the long-term loan amount shown under Loan Fund? | Summing the listed annual long-term loan repayments: 1,806 + 1,932 + 2,068 + 2,212 + 2,367 + 2,533 + 2,710 + 2,900 = 18,528. This total is effectively equal to the long-term loan amount of 18,529 shown under Loan Fund, differing by only 1 (the source does not specify currency units). | Loan Fund – b Long Term Loan: 18,529; Long term Loan Repayment row: '-', '-', 1,806, 1,932, 2,068, 2,212, 2,367, 2,533, 2,710, 2,900 | financial | calculation | medium |
How does the 'Interest on Short Term Loan' line item behave across the projection period? | It begins at nil, then shows small early amounts of 7, 12, and 9. It then jumps sharply to a peak of 1,171, after which it declines steadily each period: 1,035, 891, 736, 570, 393, and 203, before returning to nil for the remaining periods. | Row 5 'Interest on Short Term Loan': -, 7, 12, 9, 1,171, 1,035, 891, 736, 570, 393, 203, -, -, -, - | project_finance | table_interpretation | medium |
According to the cash flow table, how do the dividend payments behave across the periods shown? | Dividend payments remain constant at 1,074 per period for the first six periods listed, after which they drop and fluctuate with values of 851, 910, 971, 838, 839, 838, 838, and 837. No currency unit is specified in the table. | Row '9 Dividend payment': 1,074 1,074 1,074 1,074 1,074 1,074 851 910 971 838 839 838 838 837 | financial | table_interpretation | easy |
What trend does the Operational Profit show across the periods in the financial table, and what is the total change from the first period to the last period? | Operational Profit declines steadily in every period shown, decreasing from 4,720 in the first period to 3,626 in the final period. Total change: 4,720 − 3,626 = 1,094 decrease. | B Operational Profit 4,720 4,703 4,643 4,580 4,513 4,404 4,370 4,293 4,211 4,125 3,996 3,941 3,842 3,737 3,626 | hydropower_financials | table_interpretation | medium |
In the financial projections table, what trend does the line item 'Increase on working Cap. (Excluding cash)' show across the projected periods, and what are its values? | The 'Increase on working Cap. (Excluding cash)' shows a steadily rising trend over the 15 projected periods. Its values are: 0.4, 0.4, 0.5, 0.5, 0.6, 0.6, 0.7, 0.7, 0.8, 0.9, 1.0, 1.1, 1.2, 1.3, 1.4. The value starts at 0.4, remains flat for the second period, then increases gradually each period (with some periods sha... | Row 7: 'increase on working Cap. (Excluding cash) 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4' | financial | table_interpretation | medium |
According to the Bhudhi Gandaki Hydropower Project financial schedule, how does the dividend payment change over the 15 periods shown, and what is the trend in the total cash balance over the same periods? | The dividend payment remains constant at 1,074.0 (million, as per the schedule's units) for all 15 periods. The total cash balance increases steadily each period, starting at 39,671 and rising to 74,373 by the final period, passing through 42,570; 45,416; 48,207; 50,941; 53,582; 56,194; 58,740; 61,216; 63,619; 65,911; ... | Dividend payment row: 1,074.0 repeated across all 15 columns. TOTAL CASH BALANCE row: 39,671, 42,570, 45,416, 48,207, 50,941, 53,582, 56,194, 58,740, 61,216, 63,619, 65,911, 68,158, 70,320, 72,393, 74,373. | hydropower project finance | table_interpretation | medium |
In the Bhudhi Gandaki Hydropower Project long-term loan repayment schedule, how is the closing balance of loans for Year 5 derived, and what is its value? | In Year 5, the opening balance of loans is Rs. 18,529 million. No new loans are obtained in Year 5 (the 'Obtained' row shows '-'), and the repayment made in Year 5 is Rs. 1,806 million. Closing balance = 18,529 - 1,806 = Rs. 16,723 million, which matches the closing balance of loans shown for Year 5 in the schedule. | Schedule values (Rs. in 'Millions'): Opening Balances of Loans, Year 5 = 18,529; Obtained, Year 5 = '-'; Repaid, Year 5 = 1,806; Closing Balance of Loans, Year 5 = 16,723. | financial_analysis | calculation | medium |
In the loan repayment schedule, what is the total interest capitalized across the first four periods, what is the total interest paid across the eight repayment periods shown, and by how much does the interest paid exceed the capitalized interest? | Total interest capitalized = 69 + 291 + 712 + 1,105 = Rs. 2,177 million. Total interest paid = 1,297 + 1,171 + 1,035 + 891 + 736 + 570 + 393 + 203 = Rs. 6,296 million. Interest paid during the repayment periods exceeds the capitalized interest by 6,296 − 2,177 = Rs. 4,119 million. (Schedule figures are stated in Rs. 'M... | Interest capitalized: 69, 291, 712, 1,105; Interest Paid: 1,297, 1,171, 1,035, 891, 736, 570, 393, 203; Interest Rate: 10%; unit note: "Rs.in 'Millions'". | calculation | calculation | medium |
For the Bhudhi Gandaki Hydropower Project loan schedule, a loan of 210 was obtained and annual repayments of 42 were made. Using only the figures in the schedule, what is the closing balance after two years of repayment, and does this agree with the balances shown? | Closing balance after two years = 210 − 42 − 42 = 126. This agrees with the schedule: the 'Repaid' row shows 42 per year, the opening balance of loans steps down 210 → 168 → 126 (a decrease of 42 each year), and the closing balance row lists 210, 168, 126. No currency unit is stated in the schedule, so the figures are ... | 'Obtained ... 210'; 'Repaid 42 42'; 'Opening Balances of Loans ... 210 168 126'; 'Closing Balance of Loans ... 210 168 126'; 'Bhudhi Gandaki Hydropower Project ... BALANCE SHEET ... Annexure XI' | calculation | calculation | medium |
In the Bhudhi Gandaki Hydropower Project balance sheet, what relationship exists between the 'Net Fixed Assets', 'Fixed assets', and 'Depreciation and Amortization' rows? Verify this relationship for Year 5. | The balance sheet shows that Net Fixed Assets equal the constant Fixed assets figure minus the cumulative Depreciation and Amortization. Fixed assets remain unchanged at Rs. 22,617 million in every year, while Depreciation and Amortization accumulates over time (nil in Year 0, rising to Rs. 6,795 million by Year 15), c... | Fixed assets = 22,617 (constant across Years 0-15); Depreciation and Amortization Year 5 = 2,660; Net Fixed Assets Year 5 = 19,957; all values stated as Rs. in Millions. | financial_analysis | calculation | medium |
In the financial table, does the sum of Inventories, Account Receivable, and Advances equal the reported Current Assets figure in the last column of figures? Show the calculation. | Yes. Using the last column of figures: Inventories = 85, Account Receivable = 419, and Advances = 4. Sum: 85 + 419 + 4 = 508, which exactly matches the reported Current Assets value of 508. This confirms that Current Assets is composed of these three items, while Cash and Bank Balances (36,782 in the last column) is li... | Row 'a Current Assets' ends with 508; row 'b Inventories' ends with 85; row 'c Account Receivable' ends with 419; row '3 Advances' ends with 4; row '4 Cash and Bank Balances' ends with 36,782. | calculation | calculation | medium |
In the projected balance sheet, what is the composition of Owners' Equity over the projection period, and why does it rise from 4,088 in the first year to 4,298 thereafter? | Owners' Equity consists of two components: equity on fixed assets and equity on working capital. Equity on fixed assets remains constant at 4,088 in every period shown. Equity on working capital is nil ('-') in the first year and 210 in each subsequent year. In the first year, Owners' Equity is therefore only the fixed... | a Owners' Equity: 4,088, then 4,298 in all following periods; b On Fixed Assets: 4,088 in every period; 2 On Working Capital: '-' in the first period, then 210 in every subsequent period. | financial | table_interpretation | medium |
In the loan financing schedule, what mathematical relationship holds between the 'Loan Fund', 'Long term loan', and 'Short term loan' rows? Demonstrate it using the years where the values differ. | The Loan Fund equals the Long term loan plus the Short term loan. In the four years where short-term borrowing occurs, the gap between the Loan Fund and the Long term loan exactly matches the Short term loan amount: 14,321 − 14,153 = 168; 18,655 − 18,529 = 126; 16,807 − 16,723 = 84; and 14,832 − 14,790 = 42. In all oth... | Loan Fund: 6,900, 14,321, 18,655, 16,807, 14,832, 12,723, 10,510, 8,143, 5,610, 2,900; Long term loan: 6,900, 14,153, 18,529, 16,723, 14,790, 12,723, 10,510, 8,143, 5,610, 2,900; Short term loan: 168, 126, 84, 42 | finance | calculation | medium |
In the projected financial statements, how do the 'Retained Earnings' and 'P & L A/C' line items compare across all periods, and what is the total increase in retained earnings from the first to the last period shown? | The 'Retained Earnings' and 'P & L A/C' lines carry identical values in every period, rising steadily from 2,802 through 6,129, 8,351, 10,866, 13,676, 16,694, 20,030, 22,832, 25,905, 29,254, 32,926, 36,605, 40,282, and 43,956 up to 47,625 (in the statement's monetary units). Total increase = 47,625 − 2,802 = 44,823. | RETAINED EARNINGS: 2,802, 6,129, 8,351, 10,866, 13,676, 16,694, 20,030, 22,832, 25,905, 29,254, 32,926, 36,605, 40,282, 43,956, 47,625; P & L A/C: 2,802, 6,129, 8,351, 10,866, 13,676, 16,694, 20,030, 22,832, 25,905, 29,254, 32,926, 36,605, 40,282, 43,956, 47,625. | finance | calculation | medium |
In Year 25 of the asset schedule, verify whether the reported Net Fixed Assets figure is consistent with Fixed Assets minus accumulated Depreciation and Amortization. Show the calculation using the reported values. | Yes, the figures are consistent. In Year 25, Fixed Assets are reported as 22,617 and accumulated Depreciation and Amortization as 9,774. Net Fixed Assets = 22,617 - 9,774 = 12,843, which exactly matches the reported Net Fixed Assets of 12,843 for Year 25. | Row 'b Fixed assets': 22,617 (constant across Years 16-30); Row '2 Depreciation and Amortization': Year 25 value 9,774; Row 'a Net Fixed Assets': Year 25 value 12,843. | hydropower_financials | calculation | medium |
In the projected balance sheet, verify whether the 'Current Assets' line equals the sum of Inventories, Accounts Receivable, and Advances, using the first-period figures. | Yes. For the first period: Inventories (85) + Accounts Receivable (419) + Advances (4) = 508, which exactly matches the reported Current Assets value of 508. This relationship holds throughout the projection (e.g., final period: 85 + 419 + 16 = 520, matching the reported 520). Cash and Bank Balances (39,671 in the firs... | Current Assets: 508; Inventories: 85; Account Receivable: 419; Advances: 4; Cash and Bank Balances: 39,671; Preoperative exp.: '-' (first-period column). Final-period column: Current Assets 520, Inventories 85, Account Receivable 419, Advances 16, Cash and Bank Balances 74,373. | financial_analysis | calculation | medium |
In the LIABILITIES section, Owners' Equity is listed as 4,298. What two components make up this figure, and do they add up to the stated total? | Owners' Equity of 4,298 consists of two components: 'On Fixed Assets' at 4,088 and 'On Working Capital' at 210. Checking the sum: 4,088 + 210 = 4,298, which exactly matches the stated Owners' Equity figure. Both component values remain constant across all periods shown. | LIABILITIES: a Owners' Equity 4,298; b On Fixed Assets 4,088; On Working Capital 210 (values constant across all columns) | financial_liabilities | calculation | medium |
In the liabilities table, which loan-related line items show no amounts across all periods, and how does the total Current Liabilities figure change from the first period to the last period shown? | Three loan-related items show dashes (no amounts) in every period: Loan Fund, Long term loan, and Short term loan. Total Current Liabilities decline steadily from 1,162 in the first period to 1,143 in the last period shown, a decrease of 19 (1,162 − 1,143 = 19). Within Current Liabilities, Sundry Creditors remain const... | "a Loan Fund - - - ..."; "b Long term loan - - - ..."; "3 Short term loan - - - ..."; "a Current Liabilities 1,162 1,162 1,161 1,160 1,159 1,157 1,156 1,155 1,154 1,152 1,150 1,149 1,147 1,145 1,143"; "b Sundry Creditors 1 1 1 ..."; "d Bonus to employee 88 87 86 85 84 82 82 80 79 77 75 74 72 70 68" | hydropower_project_financials | table_interpretation | medium |
How much does the RETAINED EARNINGS balance increase over the projection period shown in the appropriation statement? | Retained earnings grow from 50,198 in the first year to 81,136 in the final year, an increase of 30,938 (81,136 − 50,198). The P & L A/C line shows identical values in every year, while the proposed dividend stays constant at 1,074 throughout the period. | RETAINED EARNINGS: 50,198 52,764 55,290 57,771 60,206 62,557 64,889 67,163 69,376 71,525 73,573 75,583 77,517 79,370 81,136; P & L A/C shows the same values; Proposed Dividend: 1,074 in each year. | financial | calculation | medium |
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Hydro_final_1800
Made with ❤️ using 🦥 Unsloth StudioHydro_final_data was generated with Unsloth Recipe Studio. It contains 1,798 generated records.
🚀 Quick Start
from datasets import load_dataset
# Load the main dataset
dataset = load_dataset("Binoddai/hydro_final_1800", "data", split="train")
df = dataset.to_pandas()
📊 Dataset Summary
📈 Records: 1,798
📋 Columns: 6
✅ Completion: 99.9% (1,800 requested)
📋 Schema & Statistics
| Column | Type | Column Type | Unique (%) | Null (%) | Details |
|---|---|---|---|---|---|
instruction |
string |
expression | 1681 (93.5%) | 0 (0.0%) | - |
output |
string |
expression | 1662 (92.4%) | 0 (0.0%) | - |
evidence |
string |
expression | 1347 (74.9%) | 0 (0.0%) | - |
category |
string |
expression | 561 (31.2%) | 0 (0.0%) | - |
task_type |
string |
expression | 12 (0.7%) | 0 (0.0%) | - |
difficulty |
string |
expression | 3 (0.2%) | 0 (0.0%) | - |
⚙️ Generation Details
Generated with 9 column configuration(s):
expression: 6 column(s)
llm-structured: 1 column(s)
seed-dataset: 2 column(s)
📄 Full configuration available in builder_config.json and detailed metadata in metadata.json.
📚 Citation
If you use Data Designer in your work, please cite the project as follows:
@misc{nemo-data-designer,
author = {The NeMo Data Designer Team, NVIDIA},
title = {NeMo Data Designer: A framework for generating synthetic data from scratch or based on your own seed data},
howpublished = {\url{https://github.com/NVIDIA-NeMo/DataDesigner}},
year = 2026,
note = {GitHub Repository},
}
💡 About NeMo Data Designer
NeMo Data Designer is a general framework for generating high-quality synthetic data that goes beyond simple LLM prompting. It provides:
- Diverse data generation using statistical samplers, LLMs, or existing seed datasets
- Relationship control between fields with dependency-aware generation
- Quality validation with built-in Python, SQL, and custom local and remote validators
- LLM-as-a-judge scoring for quality assessment
- Fast iteration with preview mode before full-scale generation
For more information, visit: https://github.com/NVIDIA-NeMo/DataDesigner (pip install data-designer)
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