Power Plant sample design, Assignments of Thermodynamics

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DESIGN OF 5-MEGAWATT SMALL-HYDROELECTRIC
POWER PLANT
In Partial Fulfillment of the Requirements for the Degree Bachelor of Science in Mechanical
Engineering
ME 518D
Code: 08359
Time: 1:30-3:30
Submitted To:
Engr. Dominador J. Go, PME
Submitted By:
Basa, Robson
Bersabal, Cegrow Ber
Buling, Jan Lorenz
Galorport, Lance Darren
Lauron, Friyah Jane
March 2020
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DESIGN OF 5-MEGAWATT SMALL-HYDROELECTRIC

POWER PLANT

In Partial Fulfillment of the Requirements for the Degree Bachelor of Science in Mechanical Engineering ME 518D Code: 08359 Time: 1:30-3: Submitted To: Engr. Dominador J. Go, PME Submitted By: Basa, Robson Bersabal, Cegrow Ber Buling, Jan Lorenz Galorport, Lance Darren Lauron, Friyah Jane March 2020

TABLE OF CONTENTS

I. INTRODUCTION

II. OBJECTIVES

III. DESIGN STANDARDS

IV. DESIGN CONSTRAINTS

V. DESIGN TRADE-OFFS

VI. MECHANICAL PLAN LAYOUT

VII. COST ANALYSIS

VIII. CONCLUSION

IX. RECOMMENDATION

X. REFERENCES

XI. APPENDICES

There is very minimal environmental impact on the local ecosystem by utilizing micro power plant. These systems are mostly setup on locations capable of 100 kilowatts of electricity production. This power can supply sufficiently for home or small business facilities. The “head” and “flow” are calculated for its production range. Higher value of each, the higher power will be available. Small-scale hydro schemes can bring electricity for the first time to whole communities in remote areas. This can provide lighting, TV and communications for households, clinics, community buildings and schools. Electrical power generated is sufficient enough to operate machinery and refrigerators which are primary tools for homes and even small businesses.

CHAPTER II

OBJECTIVES

The main objective of designing a Hydro Power Plant is to meet the power demand of Davao Region and to provide technicalities of know-how and policy that supports the local community with their cooperation and participation in using alternative energy such as solar energy in rural areas that is far from the national grid. This is to get more number of electric powered villages and to generate more electricity from renewable energy sources with great effort. To sustain shelf-life in satisfactory level the following conditions must be followed: i. Recreation ii. Transportation iii. Employment iv. Inland Fisheries v. Aids flood control vi. Aids in irrigation facilities vii. Aids in electricity generation

Cement Standards The cement covered by this specification shall contain no additions except as provided for below:

  • Water or calcium, or both, maybe added in amounts for sulfur trioxide and loss on ignition shall not be exceeded.
  • At the option of the manufacturer, processing additions maybe used in the manufacture of the cement, provided that such materials in amounts used shall meet the requirements of PNS ASTM C 465:2005.
  • Sampling shall be done in accordance with PNS ASTM C 183:2005. Dam Safety Standards The National Dam Safety Authority (NDSA) is hereby created, hereinafter referred to as the Authority, which is task to control, manage and coordinate operations of all dams in the country (Dam Safety Act 2016).
  • Reporting of all incidents and failures (additional to requirements of emergency action plan)
  • Design and construction documentation (including drawings) standing operating procedures and operation and maintenance
  • Engineering inspections (special, annual and comprehensive)
  • Periodic safety reviews
  • Undertaking of works to improve the integrity of the dam
  • Explore sources for financing priority on the control, management and operations of dams
  • The design standards for referable dams and the magnitude of the required flood capacity are determined primarily by the consequences od dam failure. Their aim is to limit the overall risk of failure from all causes, based on the consequences of dam failure and the probability of occurrence, to tolerable levels.
  • Resulting risk needs to be reduced as ‘low as reasonably possible’, using accepted risk management stand.

Sustainability – depicts the durability of the product basically its ability to withstand the environment in which is located on and the length of its operating lifespan. This also refers to the ability of the product to still work under heavy conditions. The estimated operating lifespan of the product by the researchers is roughly 5 years. The researchers intended to create two design models in which each of them has their own advantages and disadvantages in sustainability. Expected lifespan – the estimated lifespan of the product is the ability of the product to maintain its service under a given timeframe. Performance under heavy usage – refers to how the product works under heavy usage and prolonged periods with steady performance. Maintenance – the product’s maintenance also affects its sustainability. These criteria describe the case to repair any deformities or malfunctions in the product back to optimal conditions. Manufacturability – refers to the case of assembly, its availability for mass production and will contribute to the high return of investment (ROI) to its manufacturers. This is the main aspect where marketability of the product is decided. Easy to produce – the product is easy to produce based on its design and complexity. This can contribute to speed and the easy access to understanding the whole framework of the product and will give way to further innovations. Marketable – the marketability of the product is the effectiveness in penetrating target markets and can sustain a steady foundation on its classification. Minimum cost, maximum reliability – as the name itself, with minimum cost and maximum reliability, manufacturing rates can be heightened.

Trade Matrix The proponents used the Pugh matrix for the analysis to indicate the importance of each research constraint: the economy, manufacturability, and the sustainability. A consensus was conducted and results were computed. Sustainability appeared to be the highest with the value of 43.40 because we considered the sustainability of the design with high regard for the usage of the community. Then, followed by the Economy with the value of 29.56 since the project itself should be budget-friendly for the residents in rural areas. Then the least value is the Manufacturability with the value of 27.04 respectively. Selection Criteria Constraints Weight (%) Pugh Concept Selection Matrix Weight (%) Design Concepts Design 1 Design 2 Economy 29. Is cost efficient based on cost- benefit analysis

Productivity of the system

Budget-friendly 10.52 3 4 Manufacturability 27. Easy to produce

Marketable 9.82 3 3 Minimum cost. Maximum reliability

CHAPTER V

DESIGN TRADE-OFFS

Trade-off Analysis COMPARISON OF ALTERNATIVES: WEIGHTS OF CRITERIA 1 Equal 2 Moderate 3 Strong 4 Very Strong 5 Extreme VALUES INTERPRETATION 1 i and j are equally important 2 i is slightly more important than j 3 i is more important than j 4 i is strongly more important than j 5 i is absolutely more important than j CONSTRAINTS:

Economy 29.56% Criteria: A Financial Security B Productivity of the system C Budget friendly A B C A 1 1 1 3 1 3 B 1 2 1 1 1 2 C 2 3 1 3 1 1 Squaring the matrix 1 0.33 0.33 1 0.33 0. 0.5 1 0.5 0.5 1 0. 0.67 0.33 1 0.67 0.33 1 Sum Weight Actual weight 1.39 0.78 0.83 3.83 28.3 8. = 1.33 1.33 1.17 = 3.83 = 36.1 10. 1.83 0.89 1.39 3.78 35.6 10. 13.9 100 29. Sustainability 43.40 % Criteria: A Expected life span B Performance under heavy usage C Maintenance A B C

Sum Weight Actual weight 3.25 7 7 17.3 34.3 9. = 4 5.8 8.5 = 18.3 = 36.3 9. 4 4.3 6.5 14.8 29.4 7. 50.3 100 27.

CHAPTER VI

MECHANICAL PLANT LAY OUT

Site Location Site Designation: The proposed Hydro Power Plant will be located at Sibulan River in Sta. Cruz, Davao Del sur. It is also located near the border of Davao City. It is an ideal location because the water comes from Mount Talomo which has a high elevation then goes down to the Davao gulf. Land, Building and Civil Work Built-up area of the plant is comprised of  Reservoir  Dam  Penstock  Power House CLIMATIC CONDITIONS:

ISO Conditions Air Temperature to reservoir 29 °C Atmospheric pressure 750 mm Hg Relative Humidity 60 % Water Temp at reservoir inlet 26 °C Site Conditions (Assumed) Air Temperature to reservoir 26 °C Relative Humidity 65 % Water Temp at reservoir inlet 23 °C SIMPLE PLAN LAY OUT Design Components of the Hydro Power Plant

  1. Water Reservoir  The purpose of the water reservoir is to collect a large body of water behind a dam that makes use of potential energy of water in order to generate electricity. The water is being reserve by the dam and is allowed to fall and rotates the turbine which drives the generator then generates electricity. It is one of the important parts of the hydro power plant. [1]

submerged and the pressure of the water changes as it moves through the blades of the turbine.[4]

  1. Generator  The shaft of the water turbine rotates the generator; this produces alternating current in the coils of the generator. The rotation from the shaft inside the generator that produces magnetic field where it is converted into electricity by electromagnetic field induction. Therefore it is one of the crucial part which converts the mechanical energy to electrical energy then be distributed to the power line or the grid.[5]

Design Computations: Design 1 Using Francis Turbine Given parameters: Power Generated = 5 MW Net Head = 80 meters (based on Power Plant Engineering Review for Francis Turbine ) Penstock Length = 80 meters Headwater elevation = 100 meters Turbine Efficiency = 85 % (based on Power Plant Engineering reviewer) Generator Efficiency = 90 % (assumed) Solution: Solving for the turbine power: