Embed Size (px)
Citation preview
ISSN - 2250 - 1991Volume : 1 Issue : 5 May 2012` 200
www.paripex.inListed in International ISSN Directory, Paris.
Journal for All Subjects
INDEXSr. No. Title Author Subject Page No.
1 Convergence of India Gaap with International GAAP / IFRS
Prof. Kalola Rimaben A. Accountancy 1-3
2 Global Scenario of Business Ethics With Corporate Governance
Prof. Dr.Kishor V. Bhesaniya
Accountancy 4-6
3 VAT & ACCOUNTING Miss. Mira J. Bhanderi Accountancy 7-8
4 Carbon Trading: An Emerging Business Dr. Basanta Khamrui, Dilip Kumar Karak
Commerce 9-11
5 Developments in Indian Non Life Insurance Industry Ms.Kiran Sood, Ms.Supriya Tandon
Commerce 12-14
6 Parameters And Costs Influencing Transportation Decisions In Small Manufacturing Firms
Vipul Chalotra,Prof Neetu Andotra
Commerce 15-17
7 Foreign Trade Policy of India (2009-14) Dr. M. K. MARU Commerce 18-20
8 “A Comparative Analysis on Profitability of Selected Petroleum Industries”
Dr. Ramesh A. Dangar Commerce 21-23
9 An Empirical study on Consumer Awareness on Internet Banking in Gujarat
Dr. Vinod K. Ramani Commerce 24-26
10 Study of Factors Affecting HNIs’ Preferences for their Banks in South Mumbai Area
Shri. Arvind A. Dhond Commerce 27-31
11 Promotion mix straregy of jammu and kashmir co-operatives supply and marketing federation limited in jammu district of J&K state
Tarsem Lal Commerce 32-35
12 Intelligent Brain Tumor Tissue Segmentation from Magnetic Resonance Image using forward and backward anisotropic diffusion
S.Nithya Roopa,P. Vasanthi Kumari
Computer Science
36-38
13 Share of Women in Total Family Income – A Two Group Discriminant Analysis
Dr.A.Shyamala Economics 39-41
14 Socio-Economic Evaluation of Shg’s in Bidar District of Karnataka
Dr.Sangappa V. Mamanshetty
Economics 42-44
15 The Development of Chemical and Petrochemicals Industry in Gujarat
Dr.D.G.Ganvit Economics 45-46
16 How Can Primary Teachers Help To Assist The Development Of Positive Self-Esteem In Students Through Their Ordinary Teaching Practice?
Jigar L. Dave Education 47-48
17 Primary Mission Of Colleges Jigar L. Dave Education 49
18 Effectiveness of Readers Theatre on English Reading Comprehension
Ramesh B. Sakhiya Education 50-51
19 The Role of a Computerized Package on EFL Students' Writing Skills
Abdallah Ahmad, Baniabdelrahman, Abdulaziz A. Abanomey
Education 52-57
20 The Use of Team Teaching and its Effect on Saudi EFL Students' English Proficiency
Abdallah Ahmad, Baniabdelrahman, Abdulaziz A. Abanomey
Education 58-63
21 Study and Development of Road Traffic Noise Model Bhavna K. SutharV. R. Gor, A. K. Patel
Engineering 64-66
22 Weather Forecast Using Artificial Neural Network Laxmikant Raskar, Rohit Waghchaure, Md. Danish Raza,Mayuresh Lande
Engineering 67-68
23 Pavement Subgrade Stabilisation with Rice Husk Ash Patil N. L.,Dr. Sanjay Sharma,Dr. Hemant Sood
Engineering 69-71
24 Study of Precipitation and Stream Flow Data- A Case Study of Kim Basin
Prashant A. Ramani Engineering 72-76
25 “Estimation of Revised Capacity for Deo Reservoir of Gujarat, India”
Hiral Shah,N. N. Borad, R. K. Jain
Engineering 77-79
26 Nanotechnology in Cellular Lightweight Concrete Mr. Nakul Shah, Prof. Jayeshkumar Pitroda
Engineering 80-82
27 Plate Load (Model) Test for Bearing Capacity of Layered Deposite
Patel Ankit D., B.R. Dalwadi
Engineering 83-85
28 Effect of Service Bridge on natural frequency of structurally coupled multistory building
Upadhyay Nishith H., Prof. A.N. Desai
Engineering 86-88
29 “Controling the Soil & Land Pollution in Sabarkantha District by Using an App Lication of Remote Sensing and Geographical Information System”
Gaurang J Patel,R.B Khasiya
Engineering 89-91
30 Control The Soil Erosion & Land Pollution By Flood Reduction in The Tapi River,Surat District, Gujarat, India.
Harshad M.Rajgor,K B Khasiya
Engineering 92-95
31 Methodology for managing irrigation canal system with optimum irrigation scheduling for Meshwo irrigation Scheme
Jitendrasinh D. Raol, Roshani A.Patel,Prof S.A.Trivedi
Engineering 96-98
32 Analyis of regional water supply scheme in rural areas (Case Study: Kutch)
Niketa Patel Engineering 99-103
33 Security For Near Field Communication in Cell Phone Biren M Patel, Vijay B Ghadhvi,Mr Ashish Kumar
Engineering 104-106
34 Heterogeneous Traffic Flow Simulation at Urban Roundabout using ‘VISSIM’
Dipti S. Thanki, Asst. Prof. Ashutosh K. Patel
Engineering 107-109
35 Planning of Facilities for Pedestrian Movement in Urban Area: A Case Study of Vadaj Circle, Ahmedabad
Hitesh A. Patel,Pinak. S. Ramanuj
Engineering 110-113
36 Planning for Non-Motorized Transportation Jignesh C.Prajapati, Prof. N.G.Raval
Engineering 114-116
37 Intersection Design for Pedestrians and Cyclist Jignesh C.Prajapati, Prof. N.G.Raval
Engineering 117-120
38 Theoretical Consideration for optimum irrigation scheduling for irrigation Scheme
Jitendrasinh D. Raol, Prof S.A.Trivedi
Engineering 121-124
39 Overall Equipment Effectiveness Measurement and Review of Total Productive Maintenance
Kadiya Pinjal, Navinchandra
Engineering 125-128
40 To Study the Effect Of Stiffness on the Expansion Joint of a Building Subjected to Earthquake Forces
M.D.SHAH, P. G. Patel Engineering 129-132
41 Side Friction and Side Friction Factor (FARIC) In Ahmedabad Road Link
Parmar Dushyant J, Asst. Prof. Ashutosh K. Patel
Engineering 133-134
42 Fiber Reinforced Selfcompacting Concrete Patel Nikunj R,Elizabeth George
Engineering 135-137
43 Modal Analysis of Helical Gear Purusharth J. Patel,D.A. Patel
Engineering 138-140
44 Impact Strength of Ternary Blended Steel fiber Reinforced concrete
Samir M. Gami., D.A.Sinha
Engineering 141-143
45 Identify issues of traffic movement at landside area & remedial measures
Samir P. Mulani,Prof- Naurdin Hajiani
Engineering 144-147
46 Identification of Truck Transportation Issues at a Junction: a case study of Sarkhej Area
Himanshu. B. Shrimali, Prof- Naurdin Hajiani
Engineering 148-152
47 Assessment of Vehicular Carbon Footprint and its Reduction Measures
Chintan Patel,Prof. H.K.Dave
Engineering 153-155
48 Study of Solar Air Heaters with Different Operating Configurations
Ajaypalsinh Gangasinh Barad
Engineering 156-158
49 Traffic Flow Characteristics on Roads of Small Urban Centre
Axay S. Shah,Dr. L.B.Zala
Engineering 159-162
50 Failure in tensile testing on single lap multi-fastener joint with bolted connection
Jagdish N.Prajapati, Dr.Rajula.k.Gujjar, Prof.M.M.Pomal
Engineering 163-167
51 Study Of Infiltration Capacity At Anjar, Kutch Ravi C Ahir, Sagar D Patel
Engineering 168-169
52 Comparison of Temperature-Base Methods For Calculating Reference Evapotranspiration With Standard Penman-Monteith Method
M.R.Popat, S.N.Chavda, B.H.Pandit
Engineering 170-172
53 Electronic customer relationship management: benefits and trend
Tanuja Nair Engineering 173-174
54 VIRTUAL CLASS ROOM USING MOBILE AD-HOC NETWORK
Gaurav Katariya, Yogesh Parkhe, Devendra Patil,Pawan Pawar
Engineering 175-176
55 PARKING EVALUATION: A CASE STUDY OF AMUL DAIRY ROAD ANAND
Jaydipsinh P. Chudasama, Dr. L.B.Zala
Engineering 177-180
56 ENERGY ANALYSIS OF SOLAR AIR HEATER BY USING DIFFERENT TYPES OF ABSORBER PLATES
Vivek B. Patel,Dr. L.B.Zala
Engineering 181-183
57 Effect of Aspect Ratio W/L ,Body Bias ,and supply Voltage (vDD) for NMOS & PMOS transistor.
Rubina Siddiqui, Angeeta Hirwe, Rahul Parulkar
Engineering 184-186
58 Spider diversity of Wan Wild life Sanctuary, Vidharbha , India.
Taktode N.M. Environment 187-188
59 The Initial Human Behavioural Response to Rapid On set Natural Disaster: Earthquake
S.S. Patil, K.L. Karkare, I.B. Ghorade
Environmental Science
189-190
60 Spatio-temporal Distribution of Surface Water for Irrigation in Satara District of Maharashtra: An Analytical Study
Pawar D. H., Jadhav K.R.
Geography 191-193
61 Nagarcha wadh v kushi bhumi upyog badal nanded-vaghan ek abhyas pahani
Prof. Mane Deshmukh R. S., Dr. S. B Rathod
Geography 194-196
62 Socio-Economic and Nutritional Status of Children with Mental Retardation
Dr. S. S. Vijayanchali Home Science 197-199
63 Motivating Employees under Adverse Conditions Dr Alpesh B Joshi Human Resource
200-202
64 “Strategic Human Resource Management” Dr. M. Venkatasubba Reddy, B. Swetha,S. Jaya Krishna
Human Resource Management
203-204
65 Identifying Crosscutting Concerns for Software Requirement Engineering
Velayutham Pavanasam, Chandrasekaran Subramaniam
Information Technology
205-207
66 Gate pass Automation with Image,Barcode reading and Biometrics
Sumant C. Murke,Tejas N. Athavale, Sangram A. Nalawade
Information Technology
208-210
67 Plight of Rape Victims With Special Reference to India Dr. Monica Narang, Richa Sabharwal
Law 211-212
68 Libraries: An Essential Tool for the Advancement of Knowledge Resources & Research in Recent Era
Dr. Umesh Patel Library Science 213-215
69 An Analytic Study of BA/BSc/BCA/BCom Part I General English Syllabus Prescribed by the University of Jammu
Dr. Wajahat Hussain Literature 216-217
70 A Study on Quality of Work Life Dr.N.Thenpandian Management 218-219
71 Best HR Practices Kavita Trivedi Management 220-221
72 A Study on Employee Retention Practices of Automobile Industry in INDIA
Dr.K.Balanaga Gurunathan, Ms. V.Vijayalakshmi
Management 222-224
73 A Study on Innovation for Organizational Excellence in Health Care Industry in a Private Multi-Speciality Organization
Dr. C. Swarnalatha,T.S. Prasanna
Management 225-227
74 “Performance measurement of Top 10 Mutual Funds with the help of Sharpe, Treynor & Jenson Model”
Monal Patel, Dr. Deepak H. Tekwani
Management 228-230
75 Strategic Expansion for Growth A Case Study on Codescape Consultants Pvt Ltd. (Infinite Possibilities)
Akshay Arora,Abhilansh Bhargava, Preeti Sharma
Management 231-232
76 Role Of Education In Innovation For Economic Development - A Case Study
Dr. Ananthapadhmanabha Achar
Management 233-238
77 ROLE OF HR PROFESSIONAL IN DEALING DISCIPLINARY PROCEEDINGS CONSTRUCTIVELY - AN OVERVIEW
C Santhanamani, Dr. N. Panchanatham
Management 239-241
78 Power of Advertising Supriya Tandon Management 242-244
79 Enhancing Employee Engagement: A Need of The Hour Urmila Vikas Patil Management 245-247
80 Role of E-Learning to Enhance Qualities of Physical Education Teachers and Coaches
Gohil Rajendrasinh K. Physical Education
248-250
81 “Eco – Environmental Study on Nutrient Removal Potential of Eichhornia Crassipes from Domestic Wastewater”
D. K. Patel, V. K. Kanungo
Science 251-253
82 Aphasia – a loss of linguistic faculty Dr Alpesh B Joshi Social Sciences 254-256
83 Workaholism – A Modern Day Nuisance Dr Alpesh B Joshi Social Sciences 257-258
84 Vartman me Dalit Varg ki Samasya Dr. H. L. Chavda Sociology 259-260
Volume : 1 | Issue : 5 | May 2012 ISSN - 2250-1991
96 X PARIPEX - INDIAN JOURNAL OF RESEARCH
Research Paper
* P.G.Student, M.E.(Civil) WRM, L.D.College of Engineering, Ahmadabad
** P.G.Student, M.E.(Civil) WRM, L.D.College of Engineering, Ahmadabad
*** Assistant Professsor, L.D. College of Engineering, Ahmadabad
Engineering
Methodology for managing irrigation canal system with optimum irrigation scheduling for
Meshwo irrigation Scheme
* Jitendrasinh D. Raol ** Roshani A.Patel *** Prof S.A.Trivedi
Keywords : Meshwo reservoir, Penman-Monteith equation, Evaporation, Transpiration
Water is becoming a scarce resource as a result of the growing demand in various purposes. In North Gujarat the availability of water resources is limited in space and time, but with growing population the demand of water for various purposes is ever increasing. Other a systematic and scientific planning for its optimal utilization is high imperative. Use of modern techniques in irrigation will go a long way in economizing consumption and saving of water which will bring greater areas under command and will ultimately result in more agricultural yield.
ABSTRACT
1. INTRODUCTIONThe scarcity of water, regarded as the most important factor in crop production, is usually a limiting factor in the devel-opment of irrigation scheme particularly in semi arid regions. Irrigation Scheduling is the process of supplying the needed amount of water for crops at the most appropriate time so that soil water content never falls below the management allow-able depletion (MAD) level at the crop stress is avoided, thus maximizing the yield. Another important objective of Irrigation Scheduling is to maximize irrigation efficiency by minimizing runoff and percolation losses and in turn, saving water and energy. Economy in use of water and proper application ne-cessitates measures for limiting supply of water to individual field to that which is required for optimum growth of the crop. It further necessitates measures for enforcing discipline and minimizing the excessive water use.
2. NEED TO STUDYThere are different systems of distribution prevailing in differ-ent part of the country. In old system cultivator has to submit an application indicating the area of a crop which he wants to grow and for which he require water. The sanction to indi-vidual application follows the matching of area applied for and the availability of water. The flow in individual channel is not of fixed duration.
The need to reverse this trend has been recognized. Econo-my in use of water and proper application necessitates meas-ures for limiting supply of water to individual field to that which is required for optimum growth of the crop. It further neces-sitates measures for enforcing discipline and minimizing the excessive water use. Assurance regarding supply has built up confidence of cultivators by virtue of which implementation of Irrigation Scheduling is made possible in all irrigated areas.
3. SPECIFIC OBJECTIVES OF STUDY1. To study and evaluate the various irrigation options and
suggests appropriate option for optimizing Net Irrigation Requirement and Irrigation Demand for the cropping pat-tern of Meshwo Irrigation Scheme situated in Sabarkan-tha District of North-Gujarat.
2. To suggest suitable canal operation scheduling to match
with the seasonal Irrigation Demand.
3. To explore the possibility of “CROPWAT” windows ver-sion 8.0 model as management tool in irrigation manage-ment.
4. STUDY AREAMeshwo reservoir is located across river Machhan. Meshwo Irrigation Scheme is a medium project for irrigation and drink-ing water. It is benefited for Modasa, Bhiloda and Dhansura taluka of Sabarkantha district of Gujarat state. The total Cul-turable command area of the entire project is about 28369 hectares. The project is on Meshwo the river with gross com-mand area of about 34763 hectares Meshwo (a tributary of Sabarmati river), near village Shamalaji of Bhiloda taluka in Sabarkantha district, Gujarat state, India. Meshwo reservoir is situated at a longitude of 730 26’ East and latitude of 230 41’ North. At Altitude of 190.0 meter Type of Meshwo dam is earthen dam.
Table: 01
ParticularDirect Command in Hector
Indirect Command in Hector
Total Command in Hector
G.C.A 21975 12788 34763C.C.A 16269 12100 28369I.C.A. 6880 10320 17200
5. DATA COLLECTION AND ANALYSISThe regional climatologically a data are used to estimate crop evapotranspiration, Irrigation scheduling, monthly crop wa-ter requirement for Meshwo Irrigation Scheme and ON/OFF schedule for canal operation.
CLIMATOLOGICALLY DATA The climatologically data of Modasa representing Meshwo Irrigation Scheme command have been collected from Me-teorological station, Shamalaji which are recorded by the A State Water Date Center, sector-8, Gandhinagar. It includes the daily values of temperature (maximum and minimum), hu-midity, wind speed, bright sunshine hours, and rainfall for 10 years (2001-2010). The daily climatologically data are con-verted into mean value over the monthly and then averaged
Volume : 1 | Issue : 5 | May 2012 ISSN - 2250-1991
PARIPEX - INDIAN JOURNAL OF RESEARCH X 97
over the period of 10 years to arrive at the monthly
RainfallThe daily data are transferred into fortnightly rainfall and monthly rainfall from this the 50% probable value of rainfall over each of the fortnightly and monthly are calculated by ar-ranging the each fortnightly rainfall and monthly rainfall value in descending order. Rainfall value based on 50% probability is included in monthly
Cropping Pattern of Study AreaThe data on project cropping pattern and existing cropping pattern are collected from Meshwo Irrigation Sub Division; Modasa.The existing cropping pattern is shown in below.
The three distinct seasons are considered as:
Kharif - (1 July to 30 November)Rabi - (10 November to 10 March)Two Seasonal - (9 February to 10 June)
Soil Types and Soil Moisture VariationTotal Available Soil Moisture (TAM)TAM defined as the difference in soil moisture content be-tween field capacity and wilting point soil, expressed in mm/meter. Indicative values for different texture class are:
Soil: Coarse Sandy Loamy Clayey TAM (mm/m): 60 100 140 180
Considering the extent and variation in soil type (i.e. Sandy loam to Sandy clayey loam), total available moisture is con-sidered to be 150 mm/m.
Initial Soil Moisture Depletion (% TAM) Initial Soil Moisture Depletion indicating the dryness of the soil at the start of the growing season. The initial soil moisture is expressed as a depletion percentage from field capacity. For the analysis works, 40% initial soil moisture depletion is considered.
Maximum Rooting DepthMaximum rooting depth although in most cases the genetic characteristics of the crop will determine the rooting depth, in some cases the soil and certain disturbing soil depth
Maximum Rain Infiltration RateMaximum rain infiltration rate, to allow an estimate of the sur-face runoff for the effective rain calculation, the maximum rain infiltration rate expressed in mm/day .For the analysis works, 80 mm/day maximum rain infiltration rates have been used.
Irrigation Performance The following data on Irrigation performance are collected from the Meshwo Irrigation Sub Division, Modasa.
Crop water requirement, irrigation requirement and irrigation schedules
Calculations of crop water requirements and irrigation re-quirements from climatic and crop data are done by ‘CROP-WAT windows version 8.0, a computer programme for irriga-tion planning and management. The programme allows the development schedules for different management conditions and the calculations of scheme water supply for varying crop-ping patterns. It also helps in the development of recommen-dations for improved irrigation practices and planning of irri-gation schedules under varying water supply conditions.
Calculation of Reference Crop Evapotranspiration Using required climatic data for Penman-Monteith Method, the reference crop evapotranspiration were computed in mm/day for the monthly calculated.
Development of Crop Coefficient Curve The growing season of each of the crop is divided into four
stages (1) Initial Stage, (2) Development Stage, (3) Mid Sea-son Stage, (4) Late Season Stage.
NET IRRIGATION UNDER DIFFERENT OPTIONS (For pro-posed cropping pattern)In order to optimize Irrigation Demand based Irrigation Sched-uling options for efficient canal operations, the ‘CRPOPWAT’ model with required information pertaining to monthly value of climatological elements, soil factors, and crop factors and rainfall. The model was operated and results of this under dif-ferent options are as under.
6. METHODOLOGYNET IRRIGATION UNDER DIFFERENT OPTIONS (FOR PROPOSED CROPPING PATTERN)In order to optimize Irrigation Demand based Irrigation Sched-uling options for efficient canal operations, the ‘CRPOPWAT’ model with required information pertaining to monthly value of climatological elements, soil factors, and crop factors and rainfall. The model was operated and result of this under dif-ferent options areas under.
The model is operated for all given crops in Kharif, Rabi and Two seasonal
Net Irrigation Under Option-1This Option is characterized by the application of water when 100% of the readily soil moisture depletion occurs for applica-tion timing and refill to 100% readily available soil moisture as application depth criteria.
Net Irrigation Under Option-2This Option is characterized by the application of water on every 10 days for application timing and refill to 100% of read-ily available soil moisture as a application depth criterion.
Net Irrigation Under Option-3This Option is characterized by the application of water when 100% of the readily soil moisture depletion occurs for applica-tion timing to irrigate when 50 mm of soil moisture depletion occurs.
Net Irrigation Under Option-4This Option is characterized by the application of water when fixed depth of 50 mm each for application timing to irrigate when 50 mm of soil moisture depletion occurs as application timing criterion.
Net Irrigation Under Option-5 This Option is characterized by the application of when fixed depth 50 mm each for application timing to irrigation each 10 days as an application criterion.
7. ANALYSISThe steps of this method are as below:Ø Compute monthly value of climatic elements of Shamalaji
weather station.Ø Decide soil factor of command required for irrigation
scheduling.Ø Compute crop factor used in irrigation scheduling for all
given crops in Kharif, Rabi and Two seasonalØ Compute average monthly rainfall & effective rainfallØ Compute crop water requirement and corresponding
values of field irrigation requirement and water sup-ply at canal level
Ø Compute irrigation scheduling report for different crops as per planting date and decided irrigation ef-ficiency and crop water requirement (ETm) for avail-able soil moisture under different irrigation options.
8. CONCLUSIONCanal system management for delivering required amount of irrigation water at right time is very much depending upon suitable Irrigation Scheduling matching with constraint and flexibility of the canal system. The performances of this sys-tem depend on preparation of realistic canal operation plan
Volume : 1 | Issue : 5 | May 2012 ISSN - 2250-1991
98 X PARIPEX - INDIAN JOURNAL OF RESEARCH
and its implementation. An effort has been made to study the important feature of Meshwo Irrigation Scheme. In order to judge suitability of Irrigation Scheduling options, five options are selected and studied in respect of reference evapotran-spiration of various crops in different seasons thereby work-ing out crop water management, Net Irrigation Requirement and Irrigation Demand with canal running time.
Crop yield and C.C.A will increase with optimum Irrigation Scheduling also saving water.
CROPWAT is a strong tool for Irrigation Scheduling. It is a computer interactive and handling of database is very much smooth.
REFERENCES
1. Anonymous ,(1989). Planning for Prosority-Sardar Sarovar Development plan, Narmada Planning Group,SSNL, Gandhinagar. | 2. Allen, R.G., Jensen, M.E., Wright, J.L., and Burman, R.D., (1989). Operational estimates of evapotranspiration. Agron. J., 81:650-662. | 3. Blaney, H.F., and W.D. Criddle, (1962). Determining Consumptive Use and Irrigation Water Requirements. USDA Tech. Bull 1275. 59 pp. | 4. Burman, R.D., P.R. Nixon, J.L. Wright, W.O.Pruitt (1980). Water Requirement in: Design and Operation on Farm Irrigation Systems, M.E. Jensen, ed., ASAE, St. Joseph, Ml. | 5. Dastane, N.G.,(1974). Effective Rainfall in Irrigated Agricultural, Food and Agricultural Organization United Nationals and Drain. Paper 25,62 pp. | 6. Dobaria D.K., (2001). Major Problems of Irrigation Management in Command Area. | 7. Doorenbos, J. and Kasam, A.H. (1977). Yield Response to Water. FAO, Irrigation and Drainage paper No. 33. | 8. Doorenbos, J. and Pruitt, W.O. (1977). Crop Water Requirements. FAO, I irrigation and Drainage Paper No. 24. | 9. D. Panigrahi, M. Acharya, P.C. Senapati, (2007). Climatic suitability of growing food crops in the Khandamal District of Orissa. | 10. Martin Smith, (1992). CROPWAT. FAO, Irrigation and Drainage Paper No. 46. | 11. Monteith J.L., (1981). Evaporation and Surface Temperature, Quart. J. Royal Meteorological Soc. 107: 1-27. | 12. Martin Smith, (1998) Richard G. Allen., Luis S. Pereira, Dirk Raes CROPWAT. FAO, Irrigation and Drainage Paper No. 56.
Editor,PARIPEX - Indian Journal Of Research8-A, Banans, Opp. SLU Girls College,New Congres Bhavan, Paldi, Ahmedabad-380006.Contact.: +91-8866003636 E-mail : [email protected]
Printed at Unique Offset, Novatsing Rupam Estate, Opp. Abhay Estate, Tavdipura, Shahibaug, Ahmedabad
Sara Publishing AcademyPARIPEX - Indian Journal Of Research
Journal for All Subjects
International Index JournalFor English, Hindi, Gujarati,
Marathi, Sanskrit
