Water Users Association and Irrigation Management - Institute for ...

More documents

Recommendations

Info

development (Devarajulu 1987; Kenchana 1978; Methi 1972; Noij 1992), cropping pattern (Bisaliah & Donald 1973; Sreeramakrishnaiah 1979), effects of irrigation and water utilization (Patil & Rao 1965; Sen & Das 1986), water management (Boss 1998; Reddy 1996; Ramamurthy 1984; lurriens 1986; lurriens et al. 1988), water quality assessment (TIPP-II 1998), water distribution (Mollinga 1998; Bolding 1992; Groenhuijzen et al. 1992; Hoogeveen 1991; Straaten 1992; lurriens & Ramaiah 1989; lurriens & Landstra 1989), farmers' grievances (CADAlTBP 1979), etc. different reports and studies have been completed. The present study attempts to examine the problem of excess water in thc upper and middle reaches of the distributaries of the project. The term "environmental problcms·· here denotes mainly the problem associated with waterlogging and salinity and its effects in the command area. Understanding the processes of waterlogging and salinity is not simply taken as a matter of analyzing changes in the stock of physical and nutrient capital of the soil but is considered in the context of other social, cultural and political factors in order to understand the characteristics of change in water management in Tungabhadra command area. An intensive study of these villages would provide an opportunity to devote a villagelevel analysis on land degradation issues, under conditions typical of many villages coming under the head and middle reach of the Tungabhadra command area. Relatively limited research has been done in the Tungabhadra command area regarding waterlogging and salinity apart from a few government reports. 66
Appendix 3.1: Salient Features of Tungabhadra Project: Particulars: 1. Location: near Mallapur village in Hospet Taluk of Koppal District 2. Catchment area: 10880 sq. miles 3. Water spread area: 146 sq. miles 4. Length of the reservoir: 50 miles 5. Latitude: IS 15' 50" North 6. Longitude: 7620' 06" Length of the dam at top 1. Non-spillway portion: 3,440 ft. 2. Spillway portion: 2.300 ft. 3. Composite dam: 1,794 ft. 4. Earthen dam: 500 ft. Maximum height of the dam 1. From deepest foundation: 162ft. 2. From riverbed: 116ft. 3. Composite dam: 70ft. Depth of water from bed level at full reservoirlevel: 100ft. Spillway 1. Spillway length: 2300 ft. 2. Type of crest gates: vertical 3. No. of crest gates: 33 nos. 4. Size of crest gates (width height): 60X20 ft. 5. Maximum flood discharge: 6,50,000 cusecs 67
Page 1 and 2:
Water Users Association and Irrigat
Page 3 and 4:
Phone: 91 080-23215468/5592/5519 FA
Page 5 and 6:
grant was of great help in undertak
Page 7 and 8:
LIST OF TABLES Page. No. 1.1: Outla
Page 9 and 10:
8.3: Estimated Production Functions
Page 11 and 12:
Chapter 1 Introduction The natural
Page 13 and 14:
partition, 8.8 million hectares of
Page 15 and 16:
levels. This is more so with major
Page 17 and 18:
"twin problems" (Details of general
Page 19 and 20:
~~~,~~ Figure 1.1 gives the data fr
Page 21 and 22:
much lower at 1.6 million hectares
Page 23 and 24:
Table 1.3: Incidence of Waterloggin
Page 25 and 26: as they severely limit the choice o
Page 27 and 28: water managers sometimes succumbed
Page 29 and 30: (Carruthus 1981 & 1985; OED 1989; F
Page 31 and 32: While some of the root causes contr
Page 33 and 34: Irrigation tends to artificially in
Page 35 and 36: Appendix 1.2: Important committees,
Page 37 and 38: degradation is more in the command
Page 39 and 40: The study by Abassi (1991) on the e
Page 41 and 42: account of irrigation development a
Page 43 and 44: without providing adequate canal se
Page 45 and 46: , Sathyanarayana et al. (200 I) doc
Page 47 and 48: in the operation and maintenance of
Page 49 and 50: waterlogging. The study emphasizes
Page 51 and 52: ... The studies reviewed so far, cl
Page 53 and 54: to ensure greater production from l
Page 55 and 56: mentioned the effective training of
Page 57 and 58: Transfer of management for the 12,0
Page 59 and 60: Ahmad (2000) claimed that water sca
Page 61 and 62: Chapter 3 Objectives, Methodology a
Page 63 and 64: components of the same l . The envi
Page 65 and 66: Table 3.1: Total Number of Farmers
Page 67 and 68: Secondary data have been collected
Page 69 and 70: Lowdennilk 1981). Bardhan (1984) an
Page 71 and 72: attempting to achieve collective be
Page 73 and 74: External conditions: Physical and t
Page 75: etc. It is a supply-oriented design
Page 79 and 80: Chapter 4 Profile of the Sample Vil
Page 81 and 82: Figure 4.3: Map of Gllndllr Village
Page 83 and 84: is used to supplement the canal wat
Page 85 and 86: It is interesting to note that leas
Page 87 and 88: Table 4.2: Caste-wise Distribution
Page 89 and 90: more land in the upper and middle r
Page 91 and 92: than 30 years experience (see Table
Page 93 and 94: Table 4.12: Distribution of Farmers
Page 95 and 96: cultivation in the upper and the mi
Page 97 and 98: Labor shortages are common at peak
Page 99 and 100: amount of RS.25 but during the year
Page 101 and 102: majority of the sample fanners are
Page 103 and 104: I. To introduce a schedule of water
Page 105 and 106: Rule Enforcement .:. The Associatio
Page 107 and 108: Chapter 5 Farmers' Knowledge and Pe
Page 109 and 110: transect walks which revealed that
Page 111 and 112: consumption which are known to be s
Page 113 and 114: should be noted that these lands ha
Page 115 and 116: their lands fully, while some suffe
Page 117 and 118: management strategies and type of c
Page 119 and 120: d · 15 degra at IOn . ill Hagedal,
Page 121 and 122: cropping and intensive irrigation o
Page 123 and 124: Farmers knowledge of the proposed c
Page 125 and 126: Reasons for violation In both the v
Page 127 and 128:
mild waterlogging and were not cult
Page 129 and 130:
1 0 increasing susceptibility of cr
Page 131 and 132:
of a water intensive crop. The exce
Page 133 and 134:
over irrigate their fields. There a
Page 135 and 136:
depends on the provision of opportu
Page 137 and 138:
The next most frequently used strat
Page 139 and 140:
irrigation channels is the responsi
Page 141 and 142:
the field than needed as insurance
Page 143 and 144:
of the irrigation fields are kept i
Page 145 and 146:
In a detailed analysis of the TBP,
Page 147 and 148:
The most popular practice in Gundur
Page 149 and 150:
grazing lands and the consequent re
Page 151 and 152:
do poor quality work. There IS gove
Page 153 and 154:
the task of organizational and admi
Page 155 and 156:
have merged the information from bo
Page 157 and 158:
Three brothers working on leased la
Page 159 and 160:
everyone individually chooses to ta
Page 161 and 162:
irrigation officials who exercised
Page 163 and 164:
water] The local leadership is not
Page 165 and 166:
Rs. 50 per acre during Rabi to the
Page 167 and 168:
In afocus group discussion one of t
Page 169 and 170:
I In Gundur, women are members in t
Page 171 and 172:
I It can be noted from Table 7.4 th
Page 173 and 174:
I land and other farmers do not mak
Page 175 and 176:
• that cattle do not damage the i
Page 177 and 178:
I the existing situations of their
Page 179 and 180:
I riding" has become a rational cho
Page 181 and 182:
I customary nonns. Intangible benef
Page 183 and 184:
I tennite mounds on fields. They be
Page 185 and 186:
I Leadership The quality of leaders
Page 187 and 188:
• One o{the office bearers commen
Page 189 and 190:
• the causes for waterlogging and
Page 191 and 192:
• keeping water cess books and bi
Page 193 and 194:
• through strict rule enforcement
Page 195 and 196:
• to improve the quality of the W
Page 197 and 198:
collective management drainage. The
Page 199 and 200:
PIM initiative did not originate in
Page 201 and 202:
sustainability could be expected th
Page 203 and 204:
Chapter 8 Impact of Water Users' As
Page 205 and 206:
I examines the efficacy of fanners
Page 207 and 208:
I is 2744.15 kg whereas in Hagedal
Page 209 and 210:
lands in Gundur is more compared to
Page 211 and 212:
Table 8.3: Estimated Production Fun
Page 213 and 214:
decline by 2.5 percent in Gundur an
Page 215 and 216:
In Gundur, farmers identified crop
Page 217 and 218:
I Other key problems were the poor
Page 219 and 220:
• Appendix 8.1: Water Availabilit
Page 221 and 222:
• Chapter 9 Summary and Conclusio
Page 223 and 224:
I In Hagedal, one of the sample vil
Page 225 and 226:
I In irrigated fanning of the fanne
Page 227 and 228:
I management practices evolved by W
Page 229 and 230:
• comparable estimates, it would
Page 231 and 232:
• PIM policy should not just stop
Page 233 and 234:
References Abbasi~ S. A. 199} .. En
Page 235 and 236:
Bre~e~·hJ· d S , Kolavalli. A. H.
Page 237 and 238:
• Dhawan, B. D. 2002. Technologic
Page 239 and 240:
Gmernment of India. Tenth Five- Yea
Page 241 and 242:
Joshi. P. K. ,.1987. "Effect of Sur
Page 243 and 244:
Maloney._ C and K. V. Raju. 1994. '
Page 245 and 246:
Olson, M. 1965. The Logic of"Collec
Page 247 and 248:
Reddy, t'vl. Venkata. 1996. "Tungab
Page 249 and 250:
Sridharan. K. and S. Vedula. 1985.
Page 251 and 252:
Wade, Robert. 1987 "Ma . '. . . . n
show all

Water Users Association and Irrigation Management - Institute for ...

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?