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INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum

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Page 1: INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum
Page 2: INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum
Page 3: INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum

INDEXSr. No. Title Author Subject Page No.

1 The Balanced Scorecard: As A Performance Measurement System

Dr. Vinod K. Ramani Accountancy 1-2

2 Corporate Mergers and Acquisitions: Legal, Accounting and Strategic Issues

Mira J. Bhanderi Accountancy 3-4

3 Morphometric analysis of the Sisi river basin, North-East India and some geo-environmental implications

Dr. Uttam Goswami Applied Geology

5-6

4 Careful Evaluation of CARE’s Performance Dr. Bheemanagouda Commerce 7-8

5 Advertisements on Passenger Cars - An Innovative Idea for Outdoor Advertising

Dr. Sangapa Rampure Commerce 9-10

6 Knowledge Management And Knowledge Process Outsourcing

Dr.Santos Singh Bais Commerce 11-13

7 A Study on Micro, Small and Medium Enterprises, Using Sms Marketing as a Tool

Dr.S P. Mathiraj, Mr Anil B. Malali

Commerce 14-16

8 Economic Value Added Dr. Kishor V. Bhesaniya Commerce 17-20

9 CHALLENGES IN COMMERCE DUE TO GLOBALIZATION

Mr. T. Kalimuthu, Dr. R. Ganapathi

Commerce 21-23

10 Estimating Reliability of Component Based Software Using Artificial Neural Network

Mr. Harish Rathod , Mr. Mahesh Parmar, Miss. Rekha Teraiya

Computer Science

24-26

11 Foreign Direct Investment (Fdi), Special Economic Zones (Sezs) And Economic Developments In India: An Empirical Study

M. Marimuthu Economics 27-29

12 Environmental Impact On Agriculture: WTO And Indian Economic Reforms

Dr.Shivasharanappa Dhaba

Economics 30-31

13 Study of regional rural water supply scheme-Kutch Niketa Patel Economics 32-34

14 An Overview of Indian economy of Unemployment in Depression

Dr. Dilip Arjune, Dr. Pawar Ashok S.

Economics 35-37

15 Kendriya Aarthsankalp 2011-12 and 2012-13 ke Tulnatmak Adhayan

Dr. Pawar Ashok S., Dr. Sunita J. Rathod, Shri. Budhwant R.G.

Economics 38-42

16 ADEPTS: Innovative Self-Evaluation Technique for Teachers

Dr. Pawar Ashok S., Dr. Vishal Tayade,Dr. Sunita Rathod

Economics 43-44

17 Bharatiya thet parikiy gunvantkiye dhoran Dr. Pawar Ashok S. Economics 45-48

18 European Euro Sankat and Vyaparchakrache Jagtik Parinam

Dr. Pawar Ashok S., Dr. Sunita J. Rathod, Umare Vilas Devchand

Economics 49-52

19 Higher Education in India: An Appraisal Dr. Sukhwinder Singh jolly

Education 53-56

20 An Investigation on test Anxiety In L2 Learners S. Gandhimathi , Dr. R. Ganesan

Education 57-58

21 Organizational Commitment and Self esteem of Faculty Members of Secondary Level Teacher Training Programme in Mysore

Mr. Moslem Cherabin, Dr. Praveena K. B.

Education 59-61

22 Comparative Analysis on Various Coded Cooperaative Networks

Pallavi Ingle Electronics and Communication

62-64

Page 4: INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum

23 Effect of Plasma Arc Cutting Speed-voltage On the Unevenness of Hardox-400 Material

A. A. Darji, S. P. Patel, J.V.Desai

Engineering 65-67

24 Design and Simulation of High Speed,Low power Preamplifier Based CMOS Comparator

Gireeja Amin Engineering 68-70

25 Analysis of box culvert considering soil structure interaction

M.G. Kalyanshetti,S.V. Malkhare

Engineering 71-74

26 Soil erosion & Advance Techniques of Soil Conservation Manish Gujarati,Prof. H. M. Gandhi

Engineering 75-77

27 Cotton Crop Performance and Economics under Drip Irrigation at Various Water Application Levels

Jignesh. A. Shah Engineering 78-80

28 Cotton Crop Response to Thermal Regimes under Surface Irrigation at Stress Free Water Application Level

Jignesh A.Shah Engineering 81-82

29 Simulation of Line and Phase Voltages of Inverter Using Switching Function Concept

Prachi M. Palpankar, A.Y.Fadnis

Engineering 83-85

30 Microgrid : A Planning Based on Renewable Sources In Amravati District

Shweta. L. Tiwari, Dr.R.M. Moharil

Engineering 86-89

31 “Phenomenological Modeling of Four Stroke Compression Ignition Engine Processes”

V. M. Makwana Engineering 90-94

32 Designing Aspects of Cryogenic Attachment For Uv/Visible Spectrophotomer

Yagnesh B. Chauhan, Hardik B. Patel, J.M.Patel, Dr. U.S.Joshi

Engineering 95-98

33 Comparison Of Conventional 60/70 grade of Bitumen with CRMB60 for Roads

Zala Kartik S., Mandowara Nirajkumar P., Prof. C.B.Mishra, Dr. F.S.Umrigar

Engineering 99-100

34 Modelling And Analysis of Faults In Wind Based Doubly-Fed Induction Generator

K. Keerthi Deepika,A. Srinivasa Rao

Engineering 101-104

35 Multipoint Hand Gesture Recognition Using Robotic Arm Control

Nishant Madhukar Labhane, Prashant Harsh, Meghan Kulkarni

Engineering 105-107

36 Assessment of Sediment Distribution Hiral Shah, N. N. Borad, R. K. Jain

Engineering 108-111

37 Review and Analysis of Drought Monitoring and Management

Patel Jaydeepkumar J., Prof. G.V.Dihora

Engineering 112-114

38 Flow Forecasting of Tapi River At Mandvi Station By ANN Gajjar Kamleshkumar Hasmukhbhai,Prof. H.M.Gandhi

Engineering 115-118

39 Implementation of Digital Watermarking by Combined Transform Domain Algorithm for Copyright Authentication using Matlab

Raval Keta J., Mrs. Sameena Zafar

Engineering 119-121

40 Use of Rubber Dam In Tapi River Front Development At Surat City

Sagar D Patel, Kiran R.Shah, PROF.R.B.Khasiya

Engineering 122-124

41 Mahatma Gandhi's Ultimate to the Globalization Dr. Ashok Shankarrao Pawar

Engineering 125-129

42 Determination of Reservoir Operating Rules for A Single Reservoir - A case study (March 2012)

J.C.Solanki,B. K.P.Sthar, C. Prof.A.T.Motiai

Engineering 130-132

43 Flow Equation For Elliptical Weir Jigar H. Gamit Engineering 133-135

Page 5: INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum

44 Reducing the Effect of Flood through River Training Work on Shedhi River at Khumarvada Village of Kheda District, Gujarat

Suthar Kandarp kumar P. , Solanki Jitendrasinh C.

Engineering 136-138

45 Case Studies in Community Initiated Rainwater Harvesting Dr Mahalaxmi Krishnan Environment 139-140

46 Impact of Human Activities on Mangroves Ecosystem Arvind A. Dhond Environment 141-143

47 Equator Principles an Innovative Tool for Environmental and Social Sustainability

Ashok R. Bantwa Finance 144-146

48 Investor Activism – The Icahn Effect Ch. Chaitanya Finance 147-149

49 Dividend policy – A fundamental signal Krunal K Bhuva, Dr. Vijay Vyas

Finance 150-151

50 Infrastructure Creation And Utilisation In Railways Mrs. K. Revathi,Dr. R. Ganapathi

General Management

152-154

51 Impact of Environmental Parameters on the Worker’s Work Capacity Involved in Organized Poultry Farm

Tulika Srivastava,Dr. Aditi Vats

Home Science 155-156

52 Impact of Electronic Communication Media on Consumers Sandhya Rani,Dr. Chhaya Shukla

Home Science 157-159

53 A Study On Employee’s Performance Appraisal With Reference To Mitsubishi Heavy Industry Tools Limited.

S.Ragothaman, D.Yuvaraj, S.Sridhar

Human Resource Management

160-162

54 Roles of the Expatriate Kapil Dev Upadhyay, Dr. (Prof.) Vijay Kumar Soni

Human Resource Management

163-164

55 English in Multicultural Society of Asia Bhaveshkumar Rana Literature 165-167

56 Need to Reform General English Syllabus at UG Level in the Affiliate Colleges of the University of Jammu: An Experimental Study

Dr. Wajahat Hussain Literature 168-169

57 A Study On Employee Retention for Sustaining the Talented Employees in Health Care Industry in a Private Multi-Speciality Organization

Dr C Swarnalatha,TS Prasanna

Management 170-172

58 Present Status Of Women Self Hep Groups In Tamilnadu M.Gurusamy, P.Uma Maheswari, C.Sangeetha

Management 173-175

59 Volatility In Indian Stock Markets Mr. Santanu Kumar Das

Management 176-180

60 Women Entrepreneurs: Role, Development and Contribution in Indian Economy

Siddharth Raval, Yupal Shukla

Management 181-182

61 Talent Management: A Bird Eye View Kalaspathi Vishwakarma

Management 183-184

62 Efficient Positioning For Sustained Leadership Ms.Asha Anotny , Ms.S.Anbu Selvi

Management 185-188

63 “An Imperical Study on Women’s Approach Towards Equity Market”

Ritesh Hasmukhlal Amarsela

Management 189-193

64 A Study on the Role of Securities Exchange Board of India (SEBI) Towards Insider Trading Practices in Indian Capital Market

V. Arockia Jerold Management 194-197

65 Profitability Of Commercial Banks With Special Reference To Indian Overseas Bank

Ms. R. Gokilavani,Dr. R. Ganapathi

Management 198-200

66 Brand Preference For Mineral Water With Reference To Pollachi

Dr. R. Ganapathi,G. Murali Manokari

Management 201-205

Page 6: INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum

67 “ISO 9000 - Impact of Quality Systems on Business Performance”

Manisha Paliwal Management 206-207

68 Perceived Satisfaction of Mobile Prepaid Users and demographic factors

Dr. J. M. Badiyani Management 208-209

69 STUDY ON NPAs IN SBI WITH REFERENCE TO COIMBATORE

Ms. R. Gokilavani,Dr. R. Ganapathi

Management 210-213

70 Consumer Protection – Issues and Impediments In Rural Areas

Mrs. K. Revathi,Dr. R. Ganapathi

Management 214-216

71 Service Quality and Customer Satisfaction in Telecommunication Companies

Mr. Akshay Arora,Ms. Sujitha R

Management 217-219

72 To Study The Organizational Stress It’s Causes, Effects And Remedies of Private Banks At Bhavnagar Region

Mr. Vimal P. Jagad,Mr Mukesh .C Ajmera

Management 220-222

73 Case Study on Utilisation of ATM - With Reference To Erode Town

R. Gokilavani,Dr. R. Ganapathi

Management 223-226

74 Case Study Method – An Ideal Tool of Learning Mr. T. Kalimuthu,Dr. R. Ganapathi

Management 227-229

75 Ethics & Marketing: A Deep Connection Ashish Nathwani Marketing 230-232

76 The Emerging Role of HR in India Axaybharti N Goswami Marketing 233-234

77 Marketing Of Diamond Jewellery In Coimbatore – An Opinion Survey

Dr. R. Ganapathi, G. Murali Manokari

Marketing 235-237

78 A Study On Customer Satisfaction Towards Cable TV Services With Special Reference To Thirumangalam, Madurai District

K. Navarathinam,S. Anbu selvi

Marketing 238-240

79 Changing Consumer Behavior towards IPL Nirav R. Vyas,Dr. Vijay Vyas

Marketing 241-242

80 Q-Level Subnearring Of Q-Intuitionistic L-Fuzzy Subnearrings

M.M.Shanmugapriya, K.Arjunan

Mathematics 243-246

81 Effect of Selected Yogic, Aerobic Exercises and Combined Yogic and Aerobic Practices on Resting Pulse Rate

Dr. Shivarama Reddy. M , Dr. Manjappa. P

Physical Education

247-250

82 Analysis of Long Jump Performance T.Christopher Nallarasu Dr.V.Mahadevan

Physical Education

251-252

83 Panchayats and Women Self Help Groups: (A Study With Special Reference to Gulbarga District of Karnataka)

Dr. Pralhad Chengte Political Science

253-254

84 The Frustration among T.B.Patients-A Psychological study Dr.Kishor N. Mehta Psychology 255-256

85 Voice Activation Detection Algorithm for Estimating the Noise From Human Speech Signal

Kanu Patel,Sameena Zafar

Science 257-269

86 An Analysis of Changing Socio-Cultural Practices Among The Lambadas Of Andhra Pradesh

Dr. M. Sreedevi Xavier Sociology 260-262

87 Sociology of Art: A Theoretical Exploration Dr. Poonam Gandhi-Moirangthem

Sociology 263-265

88 Dalit Nari : Sthan, Paristithi avam Samsya Dr. H.L. Chavda Sociology 266-269

89 Ansuchit jatiyan me lagan sansthan bhal achal - jilla ahmedabad gujarat rajya ke vanshis sandarbhme

Dr. H.L. Chavda Sociology 270-272

90 Techniques of Steganography and Steganalysis Bhavsar Jaimin H, Imran Khan

Technology 273-276

91 Contributions of Tourism – An Analysis Dr. Bheemanagouda Tourism 277-278

Page 7: INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum

Volume : 1 | Issue : 4 | April 2012 ISSN - 2250-1991

130 X PARIPEX - INDIAN JOURNAL OF RESEARCH

Research Paper

*,**,*** Department of Water Resources Management, Civil Engineering, L. D. College of Engineering, Ahmadabad

Engineering

Determination of Reservoir Operating Rules for A Single Reservoir - A case study (March

2012)

* J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai

Keywords : maximum water release , maximum irrigation benefit, Minimum water loss

In the present study a LP based is applied to a case study of Bisalpur project, Rajasthan, India. The objective of Linear programming planning model is to determine Maximum water release and suitable cropping pattern which yields maximum net benefits. Ten different strategies (variations) of LP are analyzed with various population sizes, crossover constants and weighting factors. . Minimum and maximum CPU time that was elapsed is also analyzed. It is concluded that LP is the best strategy for the planning problem with maximum net benefits of 95.1903 crores of rupees taking minimum CPU time of 2.844 seconds. The present study can be extended to similar situations with suitable modifications.This technique is applied to Watrak reservoir project near At-Pahadia, Ta-Malpur, Dist-Sabarkantha, Gujarat. The Watrak reservoir project is a single purpose irrigation project. The major purpose of the scheme is irrigation and water supply. The water from reservoir is being released to meet the irrigation demands. The data for irrigation demands in command area covering cropping pattern with irrigation intensity and its blockwise distribution are available.

ABSTRACT

I. Introduction

Water is essential basic resource, which is necessary for the existence of human being. It is needed in abundance to meet irrigation, power generation, industrial supplied, low water augmentation and navigation etc. Its availability is restricted in terms of quality, quantity, time and space or combination of all these factors.

Need for efficient integrated management of an irrigation sys-tem is keenly felt due to growing demand for agricultural prod-ucts, the escalating costs of supplying water to farmer’s fields and stochastic nature of water resources (Raju and Kumar, 2003). Due to dwindling supply of water the profit conscious irrigators wish to so allocate the water as to maximize the net benefits with competing alternative crops.

· WATER RESOURCES OF GUJARAT STATE

Gujarat state is situated on the west coast of India between Latitude 20°2’ and 24°41’ N and Longitude 58°8’ and 74°23’ E. The geographical area of the state is 1, 95,000 km2 (5% of total area of India) on the basis of geographical features. Gujarat State comprises three regions:

1. Gujarat regions, the main land covering the central and eastern area of the state

2. Saurashtra peninsular region

3. Kachh region

The main source of water in the state is predominantly sur-face water. There are 17 river basins in Gujarat region, 71 river basins in Saurashtra region and 97 river basins in kachh region, considering the actual allocation of water from the interstate rivers, like the Narmada, the tapi, the mahi and the sabarmati the available surface water resources of the state have been estimated at 40,700 Mcum including 11,100 Mcu.m. of the Narmada river. The countries total surface wa-ter resources are estimated at 1801000 M cu. m. Therefore, the state’s total water resources work out of 2.25 percent of the water resources of India. The lack of the reservoir sites

due to flat terrain a no availability of suitable foundations in the state, further restrict the scope of utilizing the entire available surface water Fe-sources. As against the countries utilizable surface water resources are only 314001 Mcu. m. inclusive of Narmada water. This works out to 4.51 percent of the .country’s utilizable surface water resources.

· SYSTEM ANALYSIS IN WATER RESOURCES PLANNING

Since it is the role of the planner to select the best of all pos-sible alternatives, the various methods of optimization collec-tively called systems analysis are obvious tools for this use. Optimization problems are encountered at three levels in wa-ter planning. The first level deals with individual features of the project. For example, given the cost diameter and head loss diameter function for a penstock, it is possible to use the methods of engineering economy to accurately determine the optimum solution.

The second level involves the single project. Usually, how-ever there are issues of project scale, which must be sepa-rately resolved, the aspects of project scope, which are not quantitatively measurable environmental and ecological con-sequences value of human life, public preference and other, cannot be included in the solution, despite the constrains, mathematical solutions are valuable in defining one possible optimum point, which provides a point of departure for judging adjustments required to satisfy the non quantifiable factors.

The third level of planning involves systems of projects, mul-tiple reservoirs, canals etc. Solutions based on simplifying assumption may indicate a first approximation to the best configuration of the system, but the only method demonstrat-ed successfully involves simulation. A simulation (Operation study) can be programmed for computer solution and many alternative combinations tested to determine, which alterna-tive offers the maximum net benefits.

Multiple uses of project facilities may increase benefits with-out a proportional increase in costs and thus enhance the economic justification for the project. A project designed for single purpose that produces incidental benefits for other pur-pose should not, however, be considered a multiple purpose

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Volume : 1 | Issue : 4 | April 2012 ISSN - 2250-1991

PARIPEX - INDIAN JOURNAL OF RESEARCH X 131

project. Only those projects designed and operated to serve two or more purposes should be described as multiple purpos-es. The first real multiple-purpose was the Sacandaga reser-voir in Hudson River basin, New York in United States, which combined flood mitigation with storage of water for power and industrial use down streams.

Since many major multiple purpose projects have been build in the United States, the basic factor in multipurpose design in compromise. A working plan must be devised which per-mits reasonably efficient operation for each purpose although maximum efficiency is not necessarily attained for any single purpose. The physical elements of a multiple purpose project (dam, spillway, sluiceways, gates, power plant etc.) do not dif-fer from those for a single purpose project. The unique feature in multiple purpose design is the selection of physical works and an operation plan that is an effective compromise among the various uses.

OBJECTIVES OF THE STUDY

· The aim of the present research study is to determine op-timal operation of Watrak dam located on the main stream of the river Watrak using linear programming teqnique.Using the linear programming maximum water release from reservoir and produce maximum net benefit from crops.

SCOPE OF THE STUDY

· LP technique is applied in Watrak reservoir project to de-termine suitable cropping pattern which yield maximum net benefit in futures..

3 STUDY AREA

Watrak Reservoir Project envisaged construction of a gated spillway and earthen dam on both flanks of river Watrak near village BHEMPODA OF MALPUR The gross storage capacity if the reservoir is 183.099 MCM.& live storage is 159.6 MCM. The purpose of the project is to provide irrigation facility in 18376.o Hectare Land of Malpur,Bayad,Kapadvanj taluka of Sabarkantha and Kheda Dist.

· However it is also provided to supply drinking water to Gabat, Sathmba village areas through GWSSB. The Project works were completed in the year 1984. The project cost was Rs. 74.00 Crores The main canal off takes from left bank of the earthen dam. The canal is tra-versing as ridge canal serving the area lift of Watrak Riv-ers.

Sr. No. Name Of Dist Taluka CCA_

HaNos. of Village Benefied

1 Sabarkantha Malpur 9

Bayad 44

Kapadvanj 3The detail of command area is as under

· Network of canals & distribution system as under.

Sr. No. Canals Length-KM Command

Area-Ha

1 Main Canal 7.50 514

2 Left Branch Canal 19.05 4832

3 Right Branch Canal 15.82 3018

4 Choila Distributory 7.10 2342

5 Chhobho Distributory 8.03 3646

Fig. 1.1- Map of Gujarat State

Fig. 1.2- Map of Watrak Dam Google Map Pho

Reservoir

Area at full reservoir level 44.75 Km2

Gross storage capacity 176.90 Mm3

Effective storage capacity 154.30 Mm3

Area under submergence

a) Forest b) Waste land c) Culturable

a) 1182 ha b) 1045 ha c) 2248 ha

No. of villages under submergence 8 partial, 20 full

Page 9: INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum

Volume : 1 | Issue : 4 | April 2012 ISSN - 2250-1991

132 X PARIPEX - INDIAN JOURNAL OF RESEARCH

Data Bank of Watrak Reservoir ProjectInformation about DamLocation Vill: Pahadia, Ta: Malpur, Dist:

SabarkanthaPurpose IrrigationRiver WatrakArea of catchment 1114 km2

Mean annual runoff in the catchment 180.23 Mm3

Mean annual rainfall 827 mmYear of commencement of construction work April ,1971

Year of completion -

DamType CompositeBed Rock Quartzite & PhylliteMaximum height above the 43.31 mlowest point of foundationLength at the top of the dam 313 mTotal Volume Content:Concrete 0.041 Mm3

Masonry 0.047 Mm3

Earthwork 2.008 Mm3

METHODOLOGY:Mathematical ModellingMathematical modelling of the objective function and the cor-responding constraints is explained below. The net benefits (BE) from different crops are to be maximized. These are btained by subtracting the cost of surface water from gross benefits of crops. Mathematically it can be expressed as

where i is Crop index [1=Maize (K), 2=Jowar (K) , 3=Ground nut (K) , 4=Soya bean (K),5=Wheat (R), 6=Gram (R), 7=Bar-ley (R), 8= Coriander (R), 9= Mustard (R), K = Kharif , R =Rabi]; t is Time index (1=January, ......, 12=December). BE = Net benefits from the whole planning region (Indian Rupees); Bi = Net benefits from the crop i (excluding cost of surface water, seeds, fertilizers etc) Ai, = Area of crop i grown in the command area (ha); IRt = Irrigation releases from reservoir to command area (Mm3).

Linear programming modelWork planned Sr No

Activity or work planned for Phase-II

Amount of work Com-pleted in %

Remark

01Collection of information of Loop Software and its down-loading..etc

95%

02 Collection of Remaining Data 30 %03 Analysis work 100 %

04Paper presentation [ If pos-sible then I will try to prepare and represent more than two research paper]

100%

Linear programming is probably the most flexible and most widely used technique for optimizing the planning and opera-tion of water resource systems. Problems such as, determin-ing the system

yield, finding the size of the reservoir, determining optimum operating procedures are being handled frequently through LP application. Here a mixed integer LP model is used for optimal

operation of the irrigation reservoir. The objective function considered is to maximize the irrigation releases. The objec-tive function and constraints of the model can be mathemati-cally presented as follows.

It is given in Tabular form as below

ConclusionBased on the reconnaissance survey, and detailed study of the available data and using on linear programming tech-niques method are applied to reservoir operation and get maximum water release from the reservoir in watrak dam res-ervoir at Bhampoda village Taluka Malpur, Dist. Sabarkantha

REFERENCES

Bisalpur drinking water cum irrigation project report (1999), Government of Rajasthan, India. I Deb K. (1995), Optimization for Engineering Design: Algorithms and Examples, Prentice-Hall,New Delhi, 1995. I Goldberg D.E. (1989), Genetic Algorithms in search, optimization and machine learning,Reading: Addision-Wesley. I Onwubolu Godfrey C. and Babu B.V. (2004), New Optimization Techniques in Engineering,Springer-Verlag, Heidelberg, Germany. I Price K. and Storn R. (1997), Differential Evolution – A simple evolution strategy for fastoptimization. Dr. Dobb’s Journal, 22(4), pp.18-24 and 78. I Price K. and Storn R. (2004), Website of DE as on July 2004, the URL of which is: http://www.icsi.berkeley.edu/~storn/code.html I Srinivasa Raju K. (1995), Studies on Multicriterion Decision Making Methods and Management of Irrigation Systems, Ph.D. thesis, Indian Institute of Technology, Kharagpur, 1995. I Srinivasa Raju K. and Nagesh Kumar D. (2003), Optimum cropping pattern for Bisalpur projectin Rajasthan, International conference on water and environment (WE-2003), December 15-18,2003, Bhopal, India, pp. 322-330.

Page 10: INDEX []...for A Single Reservoir - A case study (March 2012) * J.C.Solanki **B. K.P.Sthar ***C. Prof.A.T.Motiai Keywords : maximum water release , maximum irrigation benefit, Minimum

Volume : 1 | Issue : 4 | April 2012 ISSN - 2250-1991

PARIPEX - INDIAN JOURNAL OF RESEARCH X 279