The Project consist in one run-of-river small hydroelectric power plant along Jimenoa River.
It consisting of the following elements:
Dominican Republic started plan to become more self-sufficient and start developing and using renewable energy sources versus using fossil fuels. This plan has begun in 2004 and has goals to meet by 2020, such as the increasing of hydroelectric power to 25%. Up to date hydro power cover 15% of total installed capacity. To speed up this process the Government opened hydro power sector to private investment. “Paso Bajito” is recognized as the first hydroelectric power project developed in the Dominican Republic by private sector. During a business trip in Dominican Republic in 2005, the project developer had the opportunity to know the local energy market, noting that 85% of power demand was covered by fossil energy sources. In 2005 the Dominican energy sector begun its deregulation process, opening to private investment. Given this scenario, the project developer started a market research focusing on local energy producers and on the trend of power and energy needs. The research highlighted a lack of competition on the supply side, particularly by producers of renewable energy, and an increasing power demand, driven by tourism. Based on this results the sponsor decided to focus its business diversification investing in renewable energy sources and hydro source in particular. In 2008 a preliminary design for the realization of a new Hydropower plant on the Jimenoa River basin was commissioned to Studio Seta S.r.l., an Italian independent engineer with consolidated experience in hydro projects.
The plant provided is a “run of the river” plant with no provision for dams and regulating systems of the available flow volume rate. The Project consists of an intake of free pouring, whose main purpose is to facilitate the uptake of water and lifting strap. The Intake structure will be provided by the construction of a tyrolean weir, a 20 meters length metallic grating where the water will enter.
The water is conveyed from the intake to the 135 meters long desander basin in which most of the solid material transported by the River shall be deposited.
The water will flow through a 1,400 meters long channel up to the forebay. The upstream portion of the channel is open (200 m.); then the water flows into a 150 m. long siphon and again in an open channel for 200 m.; after that the water pass through a tunnel for 150 m. Before enter into the forebay , the water flows through an open channel for about 550 m.
The water conveyed to the forebay will enter into the penstock as illustrated in the picture above.
The power house will be realized downstream, with 2 Francis turbines for a total installed capacity of 4 MW. After passing through the turbine blades, the water will be discharged into a collection chamber below the central building. Hence a channel will return to the Jimenoa River the entire diverted water flow.
The main building will be located on the left side of the runway at about 1,400 meters downstream from the section of the intake.
The main features of “Paso Bajito” power plant are summarized in the table below
The power generated will be dispatched by the following device:
An hydrological study of the site has been performed using the hydrologic data available from the historical series 1956 - 1998 of Hato Viejo measurement station. The duration curve estimation is a critical issue of an hydrological study, primarily in relation to the shape of the curve and to the annual average flow estimation. The flow estimation is performed based on the daily average data measured during the 43-year flow series of Hato Viejo Station. For this estimate two procedures were applied:
The following information is taken from the geological survey and Environmental Impact Statement (Declaracion de Impacto Ambiental). The morphology of the region is influenced ultimately by sedimentary processes occurring throughout the Paleogene; nevertheless its current physiognomy has outlined fundamentally and continuously from the Miocene. In particular the Duarte Complex where the Project will be developed consists of a substrate composed by a Jurassic aged oceanic crust and, over which implants a magmatism of Cretaceous age, similar to that observed in oceanic plateaus. According to the study exploited by Draper & Lewis (1991) and Lewis & Jiménez (1991) the Duarte complex could be split in two different complex:
As far as the soil is concern, the complex Baiguate-Hondo-Auyamas-Jimenoa groups soils with very rugged topography of volcanic origin located in the Northeastern part of the Cordillera Central. The original material is usually formed by rocks containing quartz and feldspar in varying proportions which give rise to soils with similar features. The batholith intrusive rocks (tonalite) made up most of the area affected by the Project.
The project area is located in the mountain zone of the Yaque de Norte River basin, the longest river of Hispaniola island. The small hydroelectric power plant will be realized along a Yaque de Norte tributary identified as Jimenoa River, involving 57% of its basin approximately. The average altitude above sea level of Jimenoa the basin is 1,160 meters. The area where the hydroelectric power plant will be developed is located near the village of Paso Bajito, along the main road that connect the Municipality of Jarabacoa to the Municipality of Constanza.
The coordinates UTM are as follows:
Intake structure: 332733 East 2108126 North
Power House: 332204 East 2109551 North
Evyp Caribe was incorporated in 2007 under the Dominican Republic Law as Public Limited Company (Evyp Caribe C por A).
The Company operates in the market with the following purposes:
More information will be given accurately and transparently through a confidentiality agreement between EVYP CARIBE and the person concerned.