COIT20275: Mini Hydro Power Plant in Kosovo - Design Analysis Report

This report provides a detailed analysis of the design of a mini hydro power plant in Kosovo, focusing on the need for renewable energy sources. It covers the conceptual and preliminary design phases, including the determination of site data, water flow rate estimation, and net head estimation. The report delves into the design of the mini hydro turbine, specifically a propeller turbine, and discusses the design of the hydro turbine powerhouse. It also explores technical performance, system and product model development, and construction works, concluding with functional analysis, system testing, and validation. The report emphasizes the importance of hydropower in Kosovo, given the availability of water resources and the need for alternative energy sources, providing a comprehensive overview of the design and construction process of a mini hydro power plant.

MINI HYDRO POWER PLANT IN KOSOVO 1
MINI HYDRO POWER PLANT IN KOSOVO
By Name
Course
Instructor
Institution
Location
Date

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Contents
Introduction...............................................................................................................3
Conceptual design.....................................................................................................4
Preliminary design..................................................................................................4
Determination of the data from the site...............................................................4
Water flow- rate estimation.................................................................................5
Net head estimation.............................................................................................6
Speed determination in hydro-turbines...............................................................7
The diameter of the turbine runner and hub’s estimations..................................7
System function, synthesis and allocation of the design........................................8
System and subsystem analysis..............................................................................9
Detailed design of the mini hydro power plant in Kosovo........................................9
Determination of the diameter of the penstock for the hydropower plant...........11
Mini-hydro turbine design....................................................................................12
Propeller turbine design....................................................................................12
Hydro turbine powerhouse design....................................................................13
Technical performance, system and product model development.......................15
Construction works..................................................................................................15
Functional analysis, testing of the system and validation.......................................16
Testing..................................................................................................................16
Evaluation................................................................................................................17
References...............................................................................................................19

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Introduction
This report majorly focuses on the design of the mini hydro power plan in
Kosovo.it also show the need for the construction of the mini hydro power plant in
Kosovo and the impotence of the construction of this power plant. Some of the
needs leads to the construction of the power plant are the need for source power in
the society. Obtaining energy is a great challenge to over the past decades due to a
number of the arising issues like the change in the climate, wholesale restrictions,
and continuous growth in the demand and the limits in the technical capacity. Due
to the rise of these challenges, there is a need to have an alternative source of
energy generation to help in the supply of the energy and to assure that energy
demand is met. An alternative electricity generation that is proportional to the
conception demand and is clean i.e. do not pollute the environment, is the
hydropower (Djurdjevic, 2015, p.2431-2446).
The aim of this project is to analyze the mini hydropower plant located at Kosovo
and has propeller turbines. The mini hydropower can individually operate within
themselves thereby are able to involved in the selling of the power to utilities. The
rural areas are able to benefit from the mini hydropower plant since it produces
energy that is cost effective thereby very effective to the centers for recreation and
the restaurants with water sources.in Kosovo, the power consumption that comes
from hydropower is 5%, therefore there is a need for the development of the mini
hydropower due to the existence of the water sources that can be used in the
generation of the electricity. This report gives the description of the design and
process of construction of the mine hydropower in Kosovo (Sahiti, 2012, p. 275).

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Conceptual design
Preliminary design
The following are the steps involved in the design of the mini hydropower that has
the propeller turbines.
Determination of the data from the site
When the generation of power is determined, there are two majors that are taken
into account; the rate of flow of water and waterfall head. With these parameters,
there are net head calculations and its measurements. Where there is lower flow
rate compared to that of the designed flow of the turbines then there will be less
electricity production hence there should a precise determination of the water flow
rate proportional to that of the waterfall head.
The diagram below shows the principles scheme of the hydroelectric power system

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Water flow- rate estimation
This can be determined by getting the measurements of the velocity of the river
water flow and the cross-sectional area of the river. Hence the following
expression can be used;
Due to the changes in the river levels during the year, it is recommended that the
measurement should be done at intervals of the year. The data obtained from the
past year can also use in getting the estimation of the flow rate at various intervals
of the year. The data can also be obtained from the national hydrological institute
since they have the data from their previous calculations of the rate of flow of
water and water quality (Bojaxhiu et al, 2013, p. 152-156).

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Net head estimation
This net head can be obtained the getting the difference between the elevation and
the level of the water intake and powerhouse of the hydro turbine.it also known as
the pressure of the water. The measurement of the water head can be done on a
vertical distance. The larger the head of the penstock the larger the amount of
power produced. The preliminary evaluation of the head can be done by the use of
the altimeter.to determine the vertical drop along the source of the section of a
river, the topographical map can be used. The modern electronic divides can also
be employed in the determination of the water head (Punda et al, 2017, p.77-88).
Hence;
The determination of the generation of the power output from the hydro turbines
The estimation of the output power can be done by the following expression

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Speed determination in hydro-turbines.
The detailed design is started by the determination of the specific speed of the
hydro turbines. Even though there is the different way of determining the specific
speed, we are going to use the below expression to determine the specific speed
(Karunanayake, 2018, p.31-38).
The generators speed and the drive type can be used in the determination of the
turbine rotation speed. The end of the generator shaft is where the turbine runner is
attached and often it uses the direct drive. The turbine speed rotation can also be
changed by the use of the single stage belt drive. This helps in the site matching
condition and allows the flexibility in the design of the turbine (Xhafa, 2012, p.
567).
The diameter of the turbine runner and hub’s estimations
The expression below show how the how the diameter of the runner and that of the
hub

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(Tešić, Kiss and Zavargo, 2011, p.752-758)
System function, synthesis and allocation of the design
The Kosovo hydropower plant made up of a system that is composed of the
following
 Speed governor
 Penstock turbine
 Generator
 Power system network that perform generation, transmission & distribution
and has the load.

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The speed governor controls the speed of the wind. The penstock turbines helps
in the controlling of the flow of water it also helps in the delivery of the water
to the hydro turbine. The generators helps in the generation of power and finally
the power system helps in the distribution, transmission and storage of the
power.
The design synthesis of the functional components mentioned above can be
taken to the architectural functional synthesis and allocation. There is deploy of
the synchronous generators that are allowed in the construction of mini hydro
power plant.
System and subsystem analysis
This system comprised of the couples of the hydraulics mechanical and electric
factors.in order to obtain proper results from the power system, the vortex pressure
has to reduced, the structure of the powerhouse has to be constructed in the proper
manner since it has much influence on the production of the electricity. The
vibrations exerted by the load in the units should also be minimized.
Detailed design of the mini hydro power plant in Kosovo
After several visits to the area, important information was gathered on the rate of
the flow of water, the height of the waterfall, the owner of the property amongst
other things. The determination of the flow rate of water and the water head of the
Sllakoc River can be determined by the following approach.
The measurement of the river flow velocity is done and the measurement of the
cross-sectional area is also required at various intervals of the year as shown
below.

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Estimation of the rate of flow of water is best when it has been done after several
years of observations. According to the observation the critical flow was
experienced in months of July, august, and September. Hence the water flow rate
was low hand could only be used for irrigation and other domestic uses (Stevović
et al, 2014, p.2431-2446).
The graph below shows the water balance availability from the Sllakoc River for
the generation of the power and for irrigation

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From the graph, it’s clear that the availability of water that can be used for the
generation of electricity can be seen for only nine months while in the other three
months there is little water that can only be used in domestic uses and irrigation
(CIBUKU, 2012, p. 234-277).
Determination of the diameter of the penstock for the hydropower plant
The following factors are to be considered when determining the diameter of the
penstock.
i. Covering the static and dynamic pressure by the thickness of the walls.
ii. Penstock installation and cost
iii. Friction losses in the penstock

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There is an increase in the energy loss due to the increase in the velocity of water
in the penstock, this as a result of the reduction in the penstock diameter.
Consequently increases in the diameter of the penstock increases the cost
drastically. Therefore there is a need to have the balance on the energy loss,
diameter of the pipe and the thickness of the wall of the material. Hence the
internal diameter can be given by;
The average flow rate was estimated to be 0.165m3/s ad the table below shows the
calculation as with reference to the optimal diameter (Gleick, P.H. and Heberger,
2012, p. 175-214).
Mini-hydro turbine design
Considering the available flow rate of water and the net head, the working of the
turbine in such a condition is considered to be a propeller hydro turbine. The
determination of the geometry of the turbine is indicated below (Gashi et al, 2014,
pp.91-97).
Propeller turbine design
The parameter that determines that workability of the propeller are; specific speed,
the diameter of the turbine runner, the dimer of the hub runner, design of the
turbine house, draft tube amongst others. Some input data are required in the
determination of such inductive parameters. The selection of the speed of the