This document outlines a GIS-based procedure for conducting a preliminary evaluation of potential hydropower sites. It describes how to use software like QGIS to process geospatial data and perform hydrologic and hydraulic analyses to identify potential sites, estimate power generation, and rank sites for further study. Key steps include gathering data, processing terrain and climate data, delineating watersheds, simulating hydrologic processes, selecting diversion points, and modeling hydropower parameters to evaluate sites.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
Sachpazis: Geomorphological investigation of the drainage networks and calcul...Dr.Costas Sachpazis
ABSTRACT
Drainage basins of Agia Triada and Skarmaga streams lie on Northern Attica (Greece) and their torrents cross the city of Avlon.
They belong geotectonically to the Sub Pelagonic zone and consist of schists and sandstones. The paper deals with the geomorphologic and statistical study of the drainage systems, as well as the calculation of the peak storm in the river exits. The statistical analysis showed that the drainage systems were influenced by lithology, as well as all the systems were in advance maturity stage of development. The peak storm runoff that was estimated, based on the land use before and after the disastrous to the forest fire and concerns the extreme values of the maximum probable peak storm runoff, with a 50 years recurrence period. The flood levels of the torrents and streams should be taken seriously into consideration in order to foresee and anticipate the necessary sewage and drainage work systems. Maintenance of the channels are finally suggested.
High Resolution Site Characterization (#HRSC) of Gasoline LNAPL Plume Migrati...John Fontana
A gasoline release resulted in a LNAPL plume that had migrated several hundred feet south of the site, opposite of groundwater gradient A HRSC survey using OIP-UV and MiHPT tools were used to map out the hydrostratigraphy, confined LNAPL and dissolved phase plume. The high resolution data was put into a 3D visualization model that helped explain the unusual migration patters that were the result of LNAPL confining conditions.
Tomographic inverse estimation of aquifer properties based on pressure varia...Velimir (monty) Vesselinov
Vesselinov, V.V., Harp, D., Koch, R., Birdsell, K., Katzman, K., Tomographic inverse estimation of aquifer properties based on pressure variations caused by transient water-supply pumping, <em>AGU Meeting</em>, San Francisco, CA, December 15-19, 2008.
Specific energy and curve, criterion for critical flow,free over fall, determination of velocity head,Local phenomenon-hydraulic jump, examples, determination of specific energy.
Emmanuel Cornet (WL-HIC) stelde het meetnet van het HIC voor met aandacht voor het opstellen van Q/H relaties en de instrumenten die worden gebruikt om meetlocaties te ijken.
De workshop gaf de deelnemers inzichten en tools die ze zelf kunnen gebruiken in hun eigen werk. Een interessante kruisbestuiving!
Sachpazis: Geomorphological investigation of the drainage networks and calcul...Dr.Costas Sachpazis
ABSTRACT
Drainage basins of Agia Triada and Skarmaga streams lie on Northern Attica (Greece) and their torrents cross the city of Avlon.
They belong geotectonically to the Sub Pelagonic zone and consist of schists and sandstones. The paper deals with the geomorphologic and statistical study of the drainage systems, as well as the calculation of the peak storm in the river exits. The statistical analysis showed that the drainage systems were influenced by lithology, as well as all the systems were in advance maturity stage of development. The peak storm runoff that was estimated, based on the land use before and after the disastrous to the forest fire and concerns the extreme values of the maximum probable peak storm runoff, with a 50 years recurrence period. The flood levels of the torrents and streams should be taken seriously into consideration in order to foresee and anticipate the necessary sewage and drainage work systems. Maintenance of the channels are finally suggested.
High Resolution Site Characterization (#HRSC) of Gasoline LNAPL Plume Migrati...John Fontana
A gasoline release resulted in a LNAPL plume that had migrated several hundred feet south of the site, opposite of groundwater gradient A HRSC survey using OIP-UV and MiHPT tools were used to map out the hydrostratigraphy, confined LNAPL and dissolved phase plume. The high resolution data was put into a 3D visualization model that helped explain the unusual migration patters that were the result of LNAPL confining conditions.
Tomographic inverse estimation of aquifer properties based on pressure varia...Velimir (monty) Vesselinov
Vesselinov, V.V., Harp, D., Koch, R., Birdsell, K., Katzman, K., Tomographic inverse estimation of aquifer properties based on pressure variations caused by transient water-supply pumping, <em>AGU Meeting</em>, San Francisco, CA, December 15-19, 2008.
Specific energy and curve, criterion for critical flow,free over fall, determination of velocity head,Local phenomenon-hydraulic jump, examples, determination of specific energy.
Emmanuel Cornet (WL-HIC) stelde het meetnet van het HIC voor met aandacht voor het opstellen van Q/H relaties en de instrumenten die worden gebruikt om meetlocaties te ijken.
De workshop gaf de deelnemers inzichten en tools die ze zelf kunnen gebruiken in hun eigen werk. Een interessante kruisbestuiving!
A numerical model of buoyant jet surface wave interactionFrancis Mitchell
A numerical model has been developed to simulate the effect of waves on the dilution of submerged buoyant jets. Experiments were performed and results compared to the model predictions. Experiments and model predictions agreed well. The model is useful in studying the performance of shallow outfalls in a wave environment.
Presentation on O & M of gates by Shri N Kannaiah Naydu,during
One Day Seminar on Safety Inspection and O & M of gates for dams, canals etc
conducted by Gujarat State Center of The Institution of Engineers (India) at Ahmedabad on July 3, 2015.
Video can be seen on facebook as well as Youtube page of IEIGSC.
Distance from the sea
Ocean currents
Prevailing winds
Relief (the lay of the land, including altitude)
Proximity to the equator (how near or far)
El Niño
Human activity
Pressure buffering hydropower introduction, Bogorodsky Power Co.Andrew Bogorodsky
There is a new type of hydro-power plant invented. In this presentation You can look how it work, how to build it, why power grids will like it and why it is a new era of renewable power production.
A presentation about Information Graphics.
The slide has an explanation, examples, followed by a workshop to design a tsunami warning graphic for different devices.
The Study on Notification and Decision-Making Processes on the Hydropower in ...CPWF Mekong
By Ham Kimkong, DES/RUPP, M-POWER Fellow
Presented at the Mekong Forum on Water, Food and Energy
Phnom Penh, Cambodia
December 7-9, 2011
Session 8a: Presenting the work of the M-POWER Fellows
On Thursday, December 4, 2014, attendees of the Orange County Environmental and Water Resources Institute (OC EWRI) Technical Luncheon were treated to an in depth and personal exploration of the proposed 30-acre Gobernadora Detention Basin. The presentation was jointly given by Don Bunts, Chief Engineer with the Santa Margarita Water District (SMWD), and Bruce Phillips, Senior Vice President in the Stormwater Management Department at Pacific Advanced Civil Engineering, Inc. (PACE).
Flood Risk Assessment Using GIS Tools, By Dr. Omar Elbadawy, CEDARE, Land and Water Days in Near East & North Africa, 15-18 December 2013, Amman, Jordan
All hydrocarbon reservoirs are surrounded by water-bearing rocks called aquifers which they effect on reservoir performance. it's a key role for production evaluation and therefore it should be managed.
RESUMEN EJECUTIVO
El propósito de este informe es proporcionar un sitio alternativo para el proyecto hidroeléctrico binacional Dos Bocas propuesto por la República Dominicana y establecer los parámetros operativos para cualquier proyecto hidroeléctrico planificado en la cuenca hidrográfica del Artibonito aguas arriba de Péligre. Dado que el estudio anterior no tuvo en cuenta el efecto de Dos Bocas en la operación de Péligre y tuvo que establecer estos parámetros operacionales (línea de base mínima), el embalse y la instalación hidroeléctrica de Péligre tuvieron que ser evaluados.
Por lo tanto, en este informe, se propone una ubicación alternativa para Dos Bocas que beneficiará enormemente a Peligre y aumentará la producción de energía para Dos Bocas y Peligre. Para completar este estudio y formular las recomendaciones operativas, se modeló una nueva "curva de regulación del embalse". En total, se realizaron más de 75 simulaciones operacionales de Péligre y Dos Bocas operando en cascada.
Este informe y los documentos que lo acompañan apoyan las conclusiones de este estudio.
EXECUTIVE SUMMARY
The purpose of this report is to offer an alternate location for the Dos Bocas hydroelectric project as proposed by the Dominican Republic, and sets the operating parameters for any hydroelectric project planned within the Artibonite Watershed upstream of Peligre. The previous study did not consider the effect of Dos Bocas to the operation of Peligre. In order to set these operational parameters, the Peligre reservoir and hydroelectric facility had to be evaluated to establish a minimum baseline. This report has evaluated these parameters and is proposing an alternate location for Dos Bocas that will greatly benefit Peligre, and increase the energy production for either Dos Bocas and Peligre. To complete this study and formulate the operational recommendations, a new “Reservoir Rule Curve” has been modelled. In total more than 75 operational simulations of Peligre and Dos Bocas operating in cascade have been performed. This report and back up documentations support the findings of this study.
SOMMAIRE EXÉCUTIF
Le but de ce rapport est d'offrir un site alternatif pour le projet hydroélectrique binational de Dos Bocas tel que proposé par la République Dominicaine et fixer les paramètres d'exploitation pour tout projet hydroélectrique prévu dans le bassin versant de l'Artibonite en amont de Péligre. L'étude précédente n'ayant pas tenu compte de l'effet de Dos Bocas sur le fonctionnement de Péligre et devant établir ces paramètres opérationnels (ligne de base minimale), le réservoir et l'installation hydroélectrique de Péligre ont dû être évalués.
Ainsi, dans ce rapport, il est proposé un autre emplacement pour Dos Bocas qui profitera grandement à Péligre et augmentera la production d'énergie pour Dos Bocas et Péligre. Pour compléter cette étude et formuler les préconisations opérationnelles, une nouvelle "courbe de régulation du réservoir" a été modélisée. Au total, plus de 75 simulations opérationnelles de Péligre et Dos Bocas fonctionnant en cascade ont été réalisées.
Ce rapport et les documents qui l'accompagnent appuient les conclusions de cette étude.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW
Haiti GIS-Based Hydropower Potential Mapping AtlasFrancis Mitchell
A GIS based analysis of potential hydropower sites is useful for planning and prioritizing development projects for government entities, developers, and renewable energy companies. This is a fast procedure to quantify available potential. The preliminary identification, and ranking of these sites provide the justification for further in-depth studies.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
The hydroelectric potential of Haiti consists of 164 sites ranging from 50 KW to over 10,000 KW for a cumulative total of 225,478 KW. From the spatially spotted sites, 79 were deemed to be the most feasible based solely on a 20% or above for the ratio of the minimum power over the maximum power. The cumulative capacity of these 79 sites is approximately 168,969 KW.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
GIS PROCEDURE FOR PRELIMINARY EVALUATION OF POTENTIAL HYDROPOWER SITES
1. FRANCIS MITCHELL MS, PE
GIS PROCEDURE FOR PRELIMINARY
EVALUATION OF POTENTIAL
HYDROPOWER SITES
PRESENTATION FOR:
PRESENTED BY:
2. OBJECTIVE
A GIS based analysis of potential hydropower sites is
useful for planning and prioritizing development
projects for government entities, developers, and
renewable energy companies. This is a fast procedure
to quantify available potential. The preliminary
identification, and ranking of these sites provide the
justification for further in-depth studies.
9. DATA PROCESSING
SOILS TYPE
R.To.Vect
SOILS RASTER FORMAT SOILS VECTOR FORMAT
ATTRIBUTES ARE MANIPULATED TO ADD HYDROLOGIC SOIL GROUP A, B, C,
D, AND SOILS STORAGE CAPACITY BASED ON CLASSIFICATION
13. DATA PROCESSING
SITE BASIN
R.Water.Outlet
STREAM SEGMENT RASTER FORMAT VECTOR FORMAT
POTENTIAL SITE POTENTIAL SITE
A POINT ALONG THE STREAM SEGMENT IS SELECTED AS THE LOCATION OF
THE DIVERSION STRUCTURE, AND THE SITE BASIN POLYGON IS CREATED
14. DATA PROCESSING
SITE BASIN - DATA
Landscape
Ecology
or
Zonal
Statistic
POPULATE DATA FROM P, PET, SOIL, SCS-CN TO SITE ATTRIBUTE
VECTOR
SITE BASIN
RASTER
RAINFALL
RASTER
EVAPORATION
RASTER
SOIL
RASTER
SCS-CN
PARTIAL SNAPSHOT
16. HYDROLOGIC ANALYSIS
WATER BALANCE
PETP
AET
DFLOW
BFLOW1
BFLOW2
RUNOFF
GWLOSS
PSUB
GWL
GWF
P = AET + RUNOFF + DFLOW + GWLOSS + BFLOW1+ S
P Precipitation
PET Potential Evapotranspiration
AET Actual Evapotranspiration
RUNOFF Surface Runoff (SCS)
DFLOW Direct Flow to Stream
BFLOW1 Base Flow from Within Watershed
GWLOSS Flow Loss to Groundwater
BFLOW2 Base Flow from Outside Watershed
S Change in Groundwater Storage
DEFINITION:
RFLK
19. HYDROLOGIC ANALYSIS
AET
Actual Evapotranspiration
Soil Storage Ratio
Where:
STORAGE is the available soil water storage at given time
NOMINAL is the soil storage capacity for the type of soil
Precipitation Ratio
Actual Evapotranspiration
Where:
P is the monthly precipitation depth
PET is the monthly potential evapotranspiration depth
NOMINAL
STORAGE
STORAT
PET
P
PRERAT
PETPRERAT
STORATSTORAT
AET **
2
1
2
20. HYDROLOGIC ANALYSIS
EXMRAT
Excess Soil Moist Ratio
Water Balance
WATBAL = P - AET
Where:
P is the monthly precipitation depth
AET is the monthly actual evapotranspiration depth
For WATBAL < 0
EXMRAT = 0
Case when STORAT > 1
EXMRAT = 1 – (0.5 * (2 – STORAT)2)
Case when STORAT ≤ 1
EXMRAT = 0.5 * (STORAT)2
21. HYDROLOGIC ANALYSIS
EXMST, GWRECH, DELSTO
Excess Soil Moist Storage
Ground Water Recharge
Where:
PSUB could be estimated as follow
PSUB = 0.8 for Watershed with high soil permeability
PSUB = 0.3 for Watershed with low soil permeability
Change in Groundwater Storage
WATBALEXMRATEXMST *
EXMSTPSUBGWRECH *
EXMSTWATBALDELSTO
22. HYDROLOGIC ANALYSIS
DFLOW, BFLOW1, GWLOSS
Direct Flow
DFLOW = EXMST - GWRECH
Ground Water Layer Final Storage
GWSTORAGE2 = GWSTORAGE1 + GWRECH
River Base Flow from Ground Water Layer
BFLOW1 = GWF * GWSTORAGE2
Where:
GWF could be estimated as follow
GWF = 0.9 for Watershed with little sustained flow
GWF = 0.2 for Watershed with reliable sustained flow
Fraction of Ground Water Flowing out of the Watershed
GWLOSS = GWSTORAGE2 * GWL
23. HYDROLOGIC ANALYSIS
BFLOW2, FLOW
River Base Flow from Ground Water Layer outside of Watershed
BFLOW2 = (specified values adjusted for calibration)
Ground Water Layer Initial Storage for next Month Analysis
GWSTORAGE1 = GWSTORAGE2 - BFLOW1 - GWLOSS
Upper Soil Layer Moisture Storage Capacity at end of Time Period
STORAGE = STORAGE + DELSTO
River Discharge
FLOW = (RUNOFF + DFLOW + BFLOW1 + BFLOW2) * WATERSHED AREA
(#DAYS in MONTH * 24 * 60 * 60)
The river flow for each month is calculated following this procedure. It usually takes
20 iterations (years) for the monthly flows to converge.
33. HYDRAULIC ANALYSIS
Site Classification
SITE CLASSIFICATION POWER RANGE
Pico P<= 50 KW
Micro 50 < P <= 100 KW
Mini 100 < P <= 500 KW
Small 500 < P <= 1,000 KW
Macro 1,000 < P <= 10,000 KW
Large P > 10,000 KW
34. HYDRAULIC ANALYSIS
Required Input
• River Monthly, Minimum, and Maximum Flow
• River Flow Exceedance Curve
• Turbine Design Flow
• Turbine Type
• Number of Turbines
• Dam Water Surface Elevation
• Reservoir Storage Area and Working Height
• Penstock Diameter, Length, and Friction Coefficient
• Canal Width, Length, and Friction Coefficient
• Power House Tailrace Elevation
• Generator Efficiency
• Powerline Efficiency
35. HYDRAULIC ANALYSIS
Graphical Input
TAILWATER EL.
HIGH WATER EL.
LOW WATER EL.
STORAGEHEIGHT
TURBINE
• TYPE
• NUMBER
GROSSHEAD
P = ρ g E Q H
P Power (KW)
ρ 1000 (kg/m3)
g 9.806 (m/s2)
E Efficiency
Q Flow (m3/s)
H Head (m)
36. HYDRAULIC ANALYSIS
Analysis Output
• Site Gross Power
• Monthly Average Power
• Yearly Minimum Power
• Yearly Maximum Power
• Site Total Energy Produced
• Site Average Efficiency
• Site Maximum Efficiency
• Penstock Head-loss Percentage
• Penstock Maximum Velocity
• Turbine Recommended Optimum Flow
• Turbine Suitability Graph
• Site Classification
37. HYDRAULIC ANALYSIS
Flow Exceedance
Definition:
• The “Flow Exceedance” curve or the “Percent Exceeds” curve, represent the
rating or the number of times in percent a given value of a river flow is equaled
or exceeded.
• This graph is useful for setting the turbine flow, and calculate the amount of
energy that could be produced.
38. HYDRAULIC ANALYSIS
Turbine Applicability
Turbine
Type
Minimum
Flow Range
(m
3
/s)
Maximum
Flow Range
(m
3
/s)
Minimum
Head
(m)
Maximum
Head
(m)
Optimum
Flow
Exceedance
(%)
Ratio Minimum
Flow to Design
Flow
(%)
Cross-Flow 0.05 10.00 2.00 200.00 10 33
Francis 0.50 900.00 10.00 400.00 25 40
Pelton 0.01 60.00 50.00 1000.00 10 20
Turgo 0.01 10.00 50.00 500.00 20 20
Kaplan 0.50 50.00 4.00 100.00 15 35
39. HYDRAULIC ANALYSIS
Design Flow
Set Range of River Flows
RiverFlowMin = Minimum River Flow
RiverFlowMax = Maximum River Flow
Set Project Design Flow
DesignFlow = User input based on turbine type
Set Penstock Flow
PipeFlow = DesignFlow
Set Maximum Controlling Flow
Case when PipeFlow ≤ RiverFlowMax
QMax = PipeFlow
Case when PipeFlow > RiverFlowMax
QMax = RiverFlowMax
Set Turbine(s) Unit Flow
TurbineFlow = QMax * 3
(2 * Nturbine + 1)
40. HYDRAULIC ANALYSIS
Penstock Losses
Entrance Loss
HL = KE V 2
2G
Bend Loss
HL = KB V 2
2G
Valve Loss
HL = KV V 2
2G
Pipe Loss
HL = L * 19.164 n 2 V 2
R 4/3 2G
Exit Loss
HL = KE V 2
2G
Penstock Efficiency
EP = H - ∑HL
H
Default Entrance Loss Coefficient
KE = 0.04 (Bell Mouth)
Default Bend Loss Coefficient
Φ = 15°
#Bends = Penstock Length / 200 m
200 m bends spacing is defaulted
Default Valve Loss Coefficient
KV = 0.17 (Gate Valve)
One valve is accounted for in VB Macro
90
*25.0
BK
41. HYDRAULIC ANALYSIS
Turbines Efficiency
Cross-Flow Turbine Efficiency
ET = -0.27946 + (13.068 * A) - (81.222 * A 2) + (275.787 * A 3) - (534.982 * A 4) +
(592.367 * A 5) - (348.08 * A 6) + (84.1433 * A 7)
Francis Turbine Efficiency
ET = -1.38959 + (17.6433 * A) - (70.5159 * A 2) + (174.261 * A 3) - (273.511 * A 4) +
(266.656 * A 5) - (146.992 * A 6) + (34.6991 * A 7)
Pelton Turbine Efficiency
ET = 0.00714 + (11.0712 * A) - (63.874 * A 2) + (207.119 * A 3) - (396.07 * A 4) +
(440.759 * A 5) - (262.98 * A 6) + (64.8347 * A 7)
Turgo Turbine Efficiency
ET = 0.131789 + (6.86047 * A) - (35.21 * A 2) + (105.665 * A 3) - (186.658 * A 4) +
(191.065 * A 5) - (104.956 * A 6) + (23.9621 * A 7)
Kaplan Turbine Efficiency
ET = -0.157845 + (5.16567 * A) - (12.5331 * A 2) + (18.6549 * A 3) - (16.1621 * A 4) +
(6.06582 * A 5) + (0.91835 * A 6) - (1.05123 * A 7)
Where A is the ratio of the River Flow over the Turbine Rated Flow
42. HYDRAULIC ANALYSIS
Water to Wire
Power Plant Efficiency
E = EP * ET * EG * EL
Where:
EP is the pipe efficiency
ET is the turbine efficiency
EG is the generator efficiency
EL is the transmission line efficiency
Power
P = ρ g E Q H
Typical Water to Wire efficiency varies from around 65% to 75%. Higher Water to Wire
efficiency is possible by using large pipes that will decrease the head-loss. However,
the increase in pipe size is not always economical.
43. HYDRAULIC ANALYSIS
Sample Output
FLOW PGRS PMAX PAVG PMIN TOTAL ENERGY E MAX E AVG TURBINE
(m3
/s) (KW) (KW) (KW) (KW) (KWH) % % TYPE
0.9931 379.80 280.94 103.41 24.72 905,860.33 73.97% 27.23% Mitchell
4.2000 2677.04 1755.49 1273.71 634.26 11,157,736.77 65.58% 47.58% Francis
0.2160 675.67 526.45 245.56 100.61 2,151,107.62 77.91% 36.34% Pelton
1.1967 9857.27 7958.31 4394.40 175.45 38,494,915.44 80.74% 44.58% Propeller
2.3200 1478.74 1218.10 1008.56 608.28 8,834,946.86 82.37% 68.20% Turgo
165.2000 37258.88 27487.41 18126.53 6184.26 158,788,427.59 73.77% 48.65% Kaplan
2.4520 456.84 335.84 169.55 45.71 1,485,224.10 73.51% 37.11% Ossberger
OPTIMUM OPERATING CONDITION FOR DIFFERENT TURBINE TYPE
52. REFERENCES
• Hydrologic Cycle Sketch
https://www.britannica.com/science/water-cycle
• Typical Run of the River Hydropower Plant Sketch
http://www.sswm.info/content/hydropower-small-scale
• Gravity Dam with Reservoir Photo by Gregory Morris – Peligre Haiti
http://glmengineers.com/pdesc_re.php?2
• Tyrolean Dam without Reservoir Photo by North Harris Trust
http://www.north-harris.org/tag/hydro-electric-schemes/
• Pelton and Turgo Cut View
http://www.eternoohydro.com/turbines/impulse-turbines.html
• Francis Turbine Cut View
http://www.eternoohydro.com/turbines/francis-turbines.html
• Kaplan Turbine Cut View
http://www.eternoohydro.com/turbines/axial-flow-turbines.html
• Cross-Flow Turbine Cut View
http://www.ossberger.de/cms/pt/hydro/ossberger-turbine/
• Water Balance Procedure
Dr. Norman H. Crawford, and Steven M. Thurin, “Hydrologic Estimates for
Small Hydroelectric Projects”. Hydrocomp, Inc. NRECA , September 1981
• Typical Components of a Hydro Facility
Creager, W. P., and J. D. Justin, “Hydroelectric Handbook”, 2nd ed. New
York: John Wiley & Sons, Inc., 1950
53. THANK YOU FOR YOUR TIME
FRANCIS MITCHELL MS, PE
F-MITCHELL@ATT.NET
305-979-6387