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.
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.
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.
This spreadsheet is a tool to help the drainage engineer designs a storm sewer pump station by performing a level pool analysis of the pumping system, and storage areas. The settings of the pumps “on” and “off” points, flows, system storage, the storm hydrograph, rainfall depth, and duration, are parameters that could be adjusted to optimize the size of a pump station.
This software analyzes an Exfiltration Trench better known as French Drain for various methods, ambient conditions, and storm parameters. The user has the ability to analyze his design and perform flood routing calculations in order to evaluate the capacity of the exfiltration trench. The software will generate the input and output hydrograph, as well as calculating the maximum stage within the French Drain. The boundary conditions such as the water table or the tail water could be constant or variable type series. A French Drain could be analyzed and designed using five different hydrologic methods.
This software can be downloaded through the link below,
https://www.dropbox.com/sh/jf8vsmhhq013mdd/AACJfnUjpiiCieTCusBS0JxEa?dl=0
This software evaluates any roadway given a profile, a PGL tie, and a constant or variable typical section. The edge of pavement profile can be plotted to analyze low points or flat grades. Additionally, elevations for any point within a given profile, and typical section can be calculated. This software is mainly a tool to analyze vertical geometries.
This software can be downloaded through the link below,
https://www.dropbox.com/sh/jf8vsmhhq013mdd/AACJfnUjpiiCieTCusBS0JxEa?dl=0
This software analyzes hydraulic conduits and hydraulic channels of various shape for different parameters such as the flow, the slope, or the manning friction coefficient. This software can be used as a tool to quickly design or check the viability of a hydraulic section.
This software can be downloaded through the link below,
https://www.dropbox.com/sh/jf8vsmhhq013mdd/AACJfnUjpiiCieTCusBS0JxEa?dl=0
Water billing management system project report.pdfKamal Acharya
Our project entitled “Water Billing Management System” aims is to generate Water bill with all the charges and penalty. Manual system that is employed is extremely laborious and quite inadequate. It only makes the process more difficult and hard.
The aim of our project is to develop a system that is meant to partially computerize the work performed in the Water Board like generating monthly Water bill, record of consuming unit of water, store record of the customer and previous unpaid record.
We used HTML/PHP as front end and MYSQL as back end for developing our project. HTML is primarily a visual design environment. We can create a android application by designing the form and that make up the user interface. Adding android application code to the form and the objects such as buttons and text boxes on them and adding any required support code in additional modular.
MySQL is free open source database that facilitates the effective management of the databases by connecting them to the software. It is a stable ,reliable and the powerful solution with the advanced features and advantages which are as follows: Data Security.MySQL is free open source database that facilitates the effective management of the databases by connecting them to the software.
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.
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.
This spreadsheet is a tool to help the drainage engineer designs a storm sewer pump station by performing a level pool analysis of the pumping system, and storage areas. The settings of the pumps “on” and “off” points, flows, system storage, the storm hydrograph, rainfall depth, and duration, are parameters that could be adjusted to optimize the size of a pump station.
This software analyzes an Exfiltration Trench better known as French Drain for various methods, ambient conditions, and storm parameters. The user has the ability to analyze his design and perform flood routing calculations in order to evaluate the capacity of the exfiltration trench. The software will generate the input and output hydrograph, as well as calculating the maximum stage within the French Drain. The boundary conditions such as the water table or the tail water could be constant or variable type series. A French Drain could be analyzed and designed using five different hydrologic methods.
This software can be downloaded through the link below,
https://www.dropbox.com/sh/jf8vsmhhq013mdd/AACJfnUjpiiCieTCusBS0JxEa?dl=0
This software evaluates any roadway given a profile, a PGL tie, and a constant or variable typical section. The edge of pavement profile can be plotted to analyze low points or flat grades. Additionally, elevations for any point within a given profile, and typical section can be calculated. This software is mainly a tool to analyze vertical geometries.
This software can be downloaded through the link below,
https://www.dropbox.com/sh/jf8vsmhhq013mdd/AACJfnUjpiiCieTCusBS0JxEa?dl=0
This software analyzes hydraulic conduits and hydraulic channels of various shape for different parameters such as the flow, the slope, or the manning friction coefficient. This software can be used as a tool to quickly design or check the viability of a hydraulic section.
This software can be downloaded through the link below,
https://www.dropbox.com/sh/jf8vsmhhq013mdd/AACJfnUjpiiCieTCusBS0JxEa?dl=0
Water billing management system project report.pdfKamal Acharya
Our project entitled “Water Billing Management System” aims is to generate Water bill with all the charges and penalty. Manual system that is employed is extremely laborious and quite inadequate. It only makes the process more difficult and hard.
The aim of our project is to develop a system that is meant to partially computerize the work performed in the Water Board like generating monthly Water bill, record of consuming unit of water, store record of the customer and previous unpaid record.
We used HTML/PHP as front end and MYSQL as back end for developing our project. HTML is primarily a visual design environment. We can create a android application by designing the form and that make up the user interface. Adding android application code to the form and the objects such as buttons and text boxes on them and adding any required support code in additional modular.
MySQL is free open source database that facilitates the effective management of the databases by connecting them to the software. It is a stable ,reliable and the powerful solution with the advanced features and advantages which are as follows: Data Security.MySQL is free open source database that facilitates the effective management of the databases by connecting them to the software.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
6th International Conference on Machine Learning & Applications (CMLA 2024)ClaraZara1
6th International Conference on Machine Learning & Applications (CMLA 2024) will provide an excellent international forum for sharing knowledge and results in theory, methodology and applications of on Machine Learning & Applications.
Harnessing WebAssembly for Real-time Stateless Streaming PipelinesChristina Lin
Traditionally, dealing with real-time data pipelines has involved significant overhead, even for straightforward tasks like data transformation or masking. However, in this talk, we’ll venture into the dynamic realm of WebAssembly (WASM) and discover how it can revolutionize the creation of stateless streaming pipelines within a Kafka (Redpanda) broker. These pipelines are adept at managing low-latency, high-data-volume scenarios.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
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A review on techniques and modelling methodologies used for checking electrom...nooriasukmaningtyas
The proper function of the integrated circuit (IC) in an inhibiting electromagnetic environment has always been a serious concern throughout the decades of revolution in the world of electronics, from disjunct devices to today’s integrated circuit technology, where billions of transistors are combined on a single chip. The automotive industry and smart vehicles in particular, are confronting design issues such as being prone to electromagnetic interference (EMI). Electronic control devices calculate incorrect outputs because of EMI and sensors give misleading values which can prove fatal in case of automotives. In this paper, the authors have non exhaustively tried to review research work concerned with the investigation of EMI in ICs and prediction of this EMI using various modelling methodologies and measurement setups.