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. ..I t "I." V C 7 3 " - '>U- -7 u - 0 - % L - -i. -r. ** W - * - ,? > L-, "I 0 -*" w * a C - L * 0 a " Y O " * -rL* Y C s. - L C a- --, 0-0
arrives at an equivalent figure rznging from $83,970 for the Bay region to $131,435 far the Central Range (Table 2.4.4). This major eifference relates to the treatment of capital costs, and deserves some explanation. e Brandon arialysis attempted to forecast the cost of continuing the Comprehensive Groundwater Development Project through to the end of the expected life of the most expensive equipment, the drilling rigs- Wherever possible, the cost of expatriates was excluded. Hawever, the analysis was unable to separate out the overhead capital costs associated with the element of training and supemision built into the project by the inclusion of expatriates. As an example, it is now felt that maintaining an inventory af 40 light vehicles, ox even 32, to support the operation of four drilling rigs would be somewhat excessive (Brandun,1984, p-13). Less vehicles are able to service a larger number of active drilling teams. In the light of experience, the projected life of many of the vehicles appears to have been a rather conservative estimate, certainky for uper~tions in the Bay Region. Estimating the life of vehicles in Somalia can be a difficult exercise. On the one hand, the terrain, eopecialfy far those vehicles operating in the Central Range, is very rough, and the standard of driving and the level of naintena~ce is not of an optimum level. On the other hand, fazed w ith the difficulty of acquiring spare <strong>part</strong>s, Somali ingenuity keeps a large number of vehicles operating far longer khan mfghr be expected. W i t h the establishment of t5e Planning Unit, and the introduction of micro-computers, it was decided to create a new costing model. At the same time, it became increasingly obvious that USAID did not propose to coztinue funding the Groundwater project in its existing form beyond the current extension period. In order to retain the benefits of continuity by keeping t'the projectw operati~g as a unit, WDA proposed that the facilities be ~ sed far an exploratory drilling program to cover the whole of Somalia. With this in mind, zhe ccsting model was designed to serve the brcader costing needs of WDA as well as being able to focus on the operations of the Groundwater project . Construction The well construction mdel consists of 26 tables, an6 is reproduced in fall in this report in sno versions. Appendix 4.4.1 represents the cost of a prsduction drilling program in the Bay region, Appendix 4 - 4 2 represents the cost of an exploratory drilling program in the central aangelands. The difference I s in the primary objective of the program: the Bay Region production drilling prograa inccrporates some aspect of
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'/+F ,"r a .*:'& 9 SOMALI DEMOCRATI
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YULt%E XI GENZPAL ACTIVITIES TAX& O
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3 - 0 MONITORING AND ETi7ALUATK0X S
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5-0 PRIVATE SECTOR 5.1 Changes fn t
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Ea3eeP Dry Senson Fnzp Operations M
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LIST CF FIGURES say Hfzan, Galga&~d
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3,'VaDF BR CWPP CGDP CRDP c2 EPR FA
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This End of Pruiect 3eporS (EPR) sa
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and private sector developnent- The
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projects. Brandon, Carter, 1984, Ec
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Pne sf h e najor qoais bE t e 3 was
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At the coapletfoz o: tta firsi ?haz
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~ecessily taught in the field and 0
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Analytical Results F gure 2.2,2 ANA
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provided during this proSect I3 all
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One windmill was instalied with can
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The C>>cersity of Ky-ozi~~ x~derzco
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325 3uTy and A u q ~ s 19g5, ~ Zrzi
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cZ the crane, a ~ d iy- 3 e proper
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practical prcblews and vith troukie
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water pricing s2r~cture. In additio
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planner/co~puter expert for one mon
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in the original objectives, were on
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- -*- "..*-".#-*-----.i . - . - ".
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Figure 2.2.6 DiSTR18UT1ON OF CATTLE
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- : - - ? E # ~ ~ ~ ~ ~ ~ Z ; [ ~ B
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MERRE, BAY REGION.
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z7 - c"
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from the wells zompletad by the CGD
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Aquifer Test Aquifer Tesz Time t!og
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Be1 electrical supply systea was su
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programs with water deve3opment com
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curbination of long-tern counterpar
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the Planning Unit - planner, econom
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discharge capacity is dropping off,
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Developnent Agency- Prosate and fac
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Several activities were carried out
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(2) Socioeconomic background survey
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Community residents sade substantia
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(1) me participation of the RLX" in
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of safe-water supply systems. The p
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as-needed basis. In January of 1986
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of monitoring and evaluation proced
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The traditional calendar divides th
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AFTf R UNfVERSlTY OF WYOMING. 1984.
Page 92 and 93: and; Dinsoor (Diinsoor) . Districts
Page 94 and 95: The herding uf animals provides mos
Page 96 and 97: village reservoixs (war) 1s a cornu
Page 98 and 99: adapted to conditions in the Centra
Page 100 and 101: operations and to provide feedback
Page 102 and 103: changes are viewed by dlfferezt gro
Page 104 and 105: Figure 2.3.4- presents a nodel for
Page 106 and 107: Certtral Rangelasds saciuecono~ic d
Page 108 and 109: The Water Conmittae Baseline Survey
Page 110 and 111: vita: skaZistics and q~~estfans sn
Page 112 and 113: cstr Part-zbutra" 6-ru €47~: 2 m
Page 114 and 115: This infomation, conbined with othe
Page 116 and 117: uperatfons and aaintanance. Copies
Page 118 and 119: maintenance- Table 2.3,s av=3ri~as
Page 120 and 121: all hutian watering poi~"rts have s
Page 122 and 123: use within and between vi1;agr;s. T
Page 124 and 125: --------------u--------------------
Page 126 and 127: -------------"---------------------
Page 128 and 129: -----------*----**---------*-------
Page 130 and 131: elative tt ~ tker wells with simila
Page 132 and 133: But 2% is >at inclzde3 i their f in
Page 134 and 135: Another zigndffcnat change Bas been
Page 136 and 137: stretegy, WDA support for these act
Page 138 and 139: frif) C035,3~3it:. Participation Is
Page 140 and 141: further analysis has now been compl
Page 144 and 145: exploratorf drfl3ing, and the objec
Page 147 and 148: kL% costs of bported ecpipnext a at
Page 149 and 150: Fiyre 2-4.7 WELL CONSTRRUGTiON Dl R
Page 151 and 152: methodalogy is given in a aanual of
Page 153 and 154: -4 Q, rl m 4 a Qt 0 &' a .G 0 a 4-J
Page 155 and 156: cost of running them, Without addit
Page 157 and 158: This kind of calculation is often r
Page 159 and 160: Appendices 4,4,1 azd 4.4.2 i", is p
Page 161 and 162: costs applicabre to a3 area sxzk as
Page 163 and 164: Labour 22 I E :e . = + A=." *:Fa Be
Page 165 and 166: of derivering thzt fuel. Xo equival
Page 167 and 168: ig and crew woulcl. be req.~ired. B
Page 169 and 170: wells, as axe the da~gers of 8*disb
Page 171: %.3.1,3. Fuel Casts Fuel casts in S
Page 174 and 175: assumed to be twelve years. With pr
Page 179 and 180: costs Prom Table 2.4.17, the amorti
Page 181 and 182: 4.3-2.3. Actual and Assumed Water P
Page 184 and 185: cost af well construction, For the
Page 186 and 187: - r e r 1 PNC mrrn * b-4 *- * - a n
Page 188 and 189: At the "Lime of writing, WDA is est
Page 190 and 191: 5.0 PRIVATE SECTOR In recognition o
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the interested reader is strongly e
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figure 2.6.1. REDUCTIONtST APPROACH
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Figure 2.6.2 SYSl 'EMS THEORY APPRO
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even with no major policy changes i
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Means to reduce grccureme2t tine sh
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SELECTED 2EFERENCES 1. Baston Unive
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