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

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

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

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

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

122 X PARIPEX - INDIAN JOURNAL OF RESEARCH

Research Paper

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

Engineering

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

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

Keywords : Needful storage, recreation, rubber dam, Tapi riverfront

River Front Development on River Tapi though lucrative is a specific issue in the is non perennial sense that Tapi river and in the river the discharge carrying capacity of the existing cross section is about 3 lac cusecs (8495 cumecs) to 4 lac cusecs (11327 cumecs).This discharge is regulated by el is to make the reservoir full at the end of the monsoon and henUkai Dam Authority by rule level. The principle of rule levce this rule level is modified from time to time depending upon the experience gained by the previous years. When efficient regulation is provided by Ukai Dam Authority, experience shows that discharge in the river is remaining almost not more than 2 lac cusecs (5664 cumecs) for reasonable time during the monsoon and the discharge beyond 2 lac cusecs (5664 cumecs) is practically experienced only during very few days of monsoon. Sometimes this discharge never exceeds even in monsoon also. Therefore River Front Development is proposed for 2 lac cusecs (5664 cumecs).Once monsoon is over the discharge in the river is decided depending upon the availability of water in the reservoir and water required for hydropower generation, irrigation and riparian rights of the downstream people. Thus during post monsoon period, the discharge released many times reduces to 300cusecs (8.49 cumecs).This discharge is not sufficient for River Front Development and hence it is period when the Rubber dam is fully inflated and the sluice gates are closed. During the monsoon period, when the discharge is comparatively more, the combination of the operation of deflation of the Rubber Dam and opening of the sluice gates will provide safe passage of discharge proposed to construct a concrete weir and Rubber Dam at Rundh with sluice gates. This will provide a storage space for water on upstream side during the post monsoon through and above the sluice gates. An attempt is made in this dissertation to calculate the discharge through the sluice gates, height of the concrete dam and height of the Rubber discharge taken care of at this particular section. Dam with maximum and minimum discharge taken care of at this particular section.

ABSTRACT

I. Introduction • Surat is situated at the mouth of River Tapi where it meets

the Arabian Sea. It is one of the most dynamic cities of In-dia with fastest growth rate due to immigration from vari-ous parts of Gujarat and other states of India. The Area of Surat City is

• 326.515 km². The Population of Surat city is 45,05,000. The location of the Surat City is 21°10′N 72°50′E/ 21.17°N 72.83°E. The Temperature during the different season are

• Summer : Max 42 °C, Min 22 °C

• Winter : Max 31 °C, Min 12 °C

• STD Code 0261

• State Gujarat

The River Tapi, ancient original name River Tapti is a river in central India, in Gujarat passing from Songadh and Surat. It is one of the major rivers of peninsular India with a length of around 724 km. It is one of only three rivers - the others be-ing the Narmada River and the Mahi River that run from east to west.The River Tapi rises in the eastern Satpura Range of southern Madhya Pradesh state, and flows westward, draining Madhya Pradesh's Nimar region, Maharashtra's Khandesh and East Vidarbha regions in the northwest corner of the Deccan Plateau and south Gujarat, before emptying into the Gulf of Cambay of the Arabian Sea, approximately 11 Km. west of the city of Surat. The length of River Tapi from its source to sea is about 724 Kms. Out of which it flows through Madhya Pradesh for a length of about 332 kms. and 217 Kms.

in Maharashtra and for about 175 Kms, in Gujarat before join-ing the Arabian Sea near Surat.Ukai dam controls the flow of water and water level in the river Tapi, which is 100 km. away from Surat city. The dam is constructed at Ukai, Tal: Songadh, Dist: Tapi. It is constructed mainly for irrigation purpose and also serves the purpose of flood control, generation of hydro-power and supply of industrial and drinking water.

TAPI RIVER

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

PARIPEX - INDIAN JOURNAL OF RESEARCH X 123

• Rubber dams are made of long tubular-shaped fabrics placed across channels, streams and weir crest to raise the upstream water level when inflated. The membrane is a multi-layer fabric made of synthetic fibre which may be rubberized on one or both sides, and possibly coated with plastic film. The fabric is quite flexible and yet exhibits very large resistance characteristics. They are installed in stream and river beds and generally being bolted into a concrete foundation.

• Inflatable dams can be filled with water, air or both. They are low pressure – typically 0.281 to 0.703 Kg/cm2 .The present trend suggests an increased use of air-filled membranes because they can be deflated or inflated more rapidly, and they are little affected by freezing con-ditions. Characteristic dimensions cover typically lengths of about 100 m with specially-made membranes up to 200-m wide, dam heights usually less than 5-m but some special designs might be up to 10-m high. The membrane is usually deflated for large overflows. It is however com-mon practice to allow small spillages over the inflated dam. During overflows greater than 20% over-topping, vibrations might result from fluid-structure interactions and the instabilities might damage or destroy the rubber membrane. In practice, a deflector (i.e. fin) is installed on the downstream face of the rubber dam to project the nappe away from the membrane, hence preventing rub-ber membrane vibration

NEED OF THE PRESENT STUDY1. Conservation and storage of river water post monsoon

flow before it is merged into tidal water.

2. Development of water body in Rundh Singanpur stretch of river passing through city.

3. Create raw water source for Athwa, Dumas, Adajan, Hajira and villages having no source of water (113 Nos or so) in Khar land and 88 village water ponds.

4. Stabilize river regime and prevent sloughing and sliding of banks under tidal cyclical changes from weir-cum-causeway to Rundh.

5. Provide designed flood spill for rare releases from Ukai on right bank to minimize random uncontrolled damages on right bank, and cost of maintenance of communication etc.

OBJECTIVES OF THE STUDY• A proposal of Rubber Dam downstream of Singanpur weir

is conceived with following objectives:

• The discharge from Ukai Dam is reduced to very negligi-ble which is up to 300 Cusecs (8.49 Cumecs) during pre monsoon and post monsoon period and as increase in population of surat city and its adjacent areas, it is nec-essary to maintain discharge up to 700 Cusecs (19.82 Cumecs) to fulfil the water demand.Hence, The aim is to maintain sufficient quantity of water through Tapi River front Development in between singanpur weir and Rundh during post monsoon period especially summer.

SCOPE OF THE STUDYCity of Surat (SMC and Citizens).· SUDA areas- satellite townships.

· No source village where water supply is to be ensured by government of Gujarat including water works at Gaviyar.

· Department of Sports youth and athletics for water sports, swimming, boating etc.

· Architect Engineers and Builders for riverfront develop-ment.

· Department of Horticulture.

· Campus starved of water, even at price, like South Gu-jarat University, Sardar

Vallabhbhai National Institute of Technology, ONGC, Reliance Colony,

Patilnagar, Enclaves on Magdalla Road.

· Jilla and Taluka Panchayat for activating village ponds (Gov-ernment of Gujrat)schemes

SMC for planning water works to cater needs west of Athwa in future.

· Industry by providing social activity canters to employees living far away from city and home towns.

· The tourism department for organizing religious Ghats, gardens, tapobhumi, along right bank from Rander to Hazira. There will be some scope along left bank as well say at Ambaji etc. this Ghats will be entry for boating and-water sports.

· Developers of picnic spots on island. Children games like Disney land, inland transporters. Rope way etc.

· Chamber of Commerce and Industry striving for creating better air, water and environment.

3 STUDY AREA • The Study area for proposed Rubber Dam is from Weir-

Cum-Causeway near Singanpur village to Rundh. The approximate length of the reach is 10 Km.

DATA COLLECTIONCross section datarainfall datasoil dataBed level dataWeir cum cause way data tide water data

METHODOLOGY:.To find out Head over the Rubber Dam and Back water Length

Head over the rubber dam can be calculated by following Equation

2/3232 LHgCQ d=

Where,Q = Design Discharge = 2 Lac Cusecs (5664 Cumecs)Cd = Coefficient of discharge =0.62g = acceleration due to gravity=9.81m2/secL = Length of effective cross section 40 = 552 mH = Head over the Rubber Dam in m

2.Back Water Length can be calculated from the following Equation

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

124 X PARIPEX - INDIAN JOURNAL OF RESEARCH

eb iiEEL

−−

= 22

Where,L = Back Water Length in KmE1 = Specific Energy on downstream at Section 40 in mE2 = Specific Energy on upstream at Section 40 in mib = Bed Slope =0.0000619ie = Energy Line Slope

3.Specific Energy E can be calculated from following Equa-tion

gVhE2

2

+=.

Head over the Rubber Dam can also be calculated from the following equation:-

21 hhH −=

Where,Link 1: Where,h1 = Depth of Flow on downstream at section 40 in mh2 = Depth of Flow on upstream at Section 40

4.Velocity can be calculated from the following equation

2/13/21biR

NV =

Where,V1 = Velocity of Flow on downstream at section 40 in m/secV2 = Velocity of Flow on upstream at section 40 in m/secN = Manning’s Coefficient = 0.012R = Hydraulic mean Depth

PAR =

A= Area of particular section = b x hP= Wetted Perimeter = b+2h Also To Find the value of ie use Manning’s formula

2/13/21eavgavg iR

NV =

Same Calculations of Head over the Rubber Dam and Back water Length for different Design Discharges Say 1 Lac Cusecs (2850 Cumecs), 1.25 Lac Cusecs (3600Cumecs), 1.50 Lac Cusecs (4300 Cumecs), 1.75 Lac Cusecs (5000 Cumecs), 2.25 Lac Cusecs (6400 Cumecs) and 2.50 Lac Cusecs (7100 Cumecs) are taken.

To find out Discharges over the Rubber Dam and through the sluice gates:-

Discharge from one sluice gate is

AgHCQ d 21 =

Where,Q1=discharge from one sluice gateCd = Coefficient of discharge =0.62

g = acceleration due to gravity=9.81m2/sec

H= head at sluice gateh1 = Depth of flow on upstream of sluice gateh2 = Depth of flow on downstream of sluice gate

There are two possibilities that affect the discharge from up-stream:-

(1) When tide level on downstream is minimum, tide water flow from d/s towards u/s affects the discharge a little bit.

2) When tide level on upstream is maximum, tide water flow from d/s towards u/s affects the discharge considerably.

A= Area of one sluice gate

Case:-I When Rubber Dam is inflated fully:-

Design discharge over the Rubber Dam

Total discharge Q = Q + Q1

Total discharge Q= Q + Q2

Case:-II When Rubber Dam is deflated fully:-

Discharge over the Rubber Dam

2/3232 LHgCQ d=

Total discharge Q= Q + Q1

Total discharge Q= Q + Q2

ConclusionFor the River Front Development on River Tapi, a Rubber Dam on the concrete weir at Rundh is proposed which is 10Km away from Singanpur weir. A Rubber Dam is required for stor-age of water when the discharge in the river is reduced to 300 Cusecs (8.49 Cumecs) during the post monsoon period especially during summer months. Thus Rubber Dam will pro-vide a temporary structure over the solid concrete weir which forms a barrier for storage of water on the upstream side. At the same time, it will reduce the effective cross section area of river at Rundh and thus to take care of the discharge 22 num-bers of sluice gates are proposed in concrete Dam. Thus it is aimed to provide beautification of the River Front and the area of the river cross section itself between Rundh and Singanpur where the slums are prone to develop and hence otherwise not used properly, can be used for recreational purpose. For this recreation purpose, it is important that we have not to pro-cure land from out side. Thus this will add one more feather to the crown of Surat city after proposed cable stayed bridge.

21 hhH −=

2/3232 LHgCQ d=

REFERENCES

[1] Ahmedabad Municipal Corporation, Sabarmati River Front Development Project Limited (SRFDPL), December 2004. [2] Bansal R.K. (2009), Fluid Mechanics and Hydraulic Machines, Laxmi Publications (P) Limited, New Delhi. [3] Central Water and Power Research Station (2005), Pune, Mathematical Model studies For Tapi River Front Development, Surat. [4]Desai M.D. (2002), Report on Feasibility studies and Design parameters for Barrage at “UMRA”, Surat (Gujarat) for Surat Municipal Corporation. [5]Desai M.D.(2002),Executive Summary of Report on Feasibility studies and Design parameters for Barrage at “UMRA”,Surat (Gujarat) for Surat Municipal Corporation ,January 2002. [6] Desai M.D. (1998), Report on Reserved water body development ponds, Revised development project for SUDA, ART 16. [7] Jawaharlal Nehru National Urban Renewal Mission (2007), Godavari Riverfront Development North Bank Zone – 3 at Nanded City, Maharashtra, Volume – 1A. [8] Modi P.M. and Sheth S.M., Hydraulic Machines and Fluid Mechanics, Rajsons Publications Pvt. Limited, Standard Book House, New Delhi. [9] National Institute of Hydrology Roorkee (2007), Hydrologic Studies for Sabarmati Riverfront Development Project for Ahmedabad Municipal Corporation. [10] Patel V.A. (2010), Tapi River Front Development at Surat City – Area Computation, Dissertation Report, Sardar Vallabhbhai National Institute of Technology, Surat

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

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