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-----------*----**---------*--------------------------*-------- Table 2.3,16. Maleel Wet Season Well Sits Use ----*-----I---C-C----------~--------.ICCC--------~~---~-~-~----- 200 Liter Goats & Period Ashuun Barrels* Sheep Cattle Camels *--------------"---------vw-*-------+**-----------------*,.----- Day of Visi" 20 0 30 0 40 --*-*-----------------------------------*---------------------- Av Day This Mon. (Oct) 50 9 30 0 60 *-*-----I---------------L---d-----------------------"---------- Total Last #on. (Sept) 300 150 300 0 - * The 200 liter barrels are utilized by people who live outside the five to six kilometer radius of the w ell site. The hours of pump operation is one of the best indicators of demand. The two months presented befuw in Table 2.3.17 indicate an average rate of pump aperations of approximately 20 minutes per day. In pr~ctice, the pump operated on average of 4 days a month, for 2 to 4 hours a day. Though these figures are low, they are considered noma1 for this period of the year, -----r-----------------------------*---------------------ew---- Table 2 .3,lf. Maleel Wet Season Pump Operation ------lr--------------------*----w-*-----------*e*-*%*--------- Month # Days in t Days Hours/ Total # Hours Av. Hours/ Period Operated Day Hours Operated Day for Reporte5 fn Month Month --------*------------------------------------------------------ Amps?~ 31 3 3 12 0.3 --------------------------------------------------------------- September 3 0 5 2 10 0.3 -I-----------------L-------------------------------------"-------w [vi) Revenue. No records were available on the revenue collected at Maleel., but estimates have been made from the numbers of containers filled and nulrbers of anixals served. The actual daiiy revenue collected Sy the puzp operator during this period may be different, but is prcbably close to the figures reported in Table 2.3.18. The estimated daily yevenue from water sales at Maleel was So,Sh-1,516, Of this, So.Sh.786 represents domestic use, and so.Sh.730 represents consumption by animals, The 1,516 shillings represents an average daily revenue for the peak denand season which nomally fasts between three and four months. Based on an estinated dry season use of 100 days, the revenue for the entire period would be i5L,600 Shillings.
-----11--1--------1-----------------------*--*----------------- Table 2.3-l8- Estimated Daily Dry Season Revenue Eram Water Sales Ashuuns Xaans 200 Ltr* Goats h Cattle Camels Barrels Sheep *I~----CIIII~I-.LII--I-IIII----ICI~-II-.I-.)-II------.IC--~-~----~---~-- Xve $/Day 200 67 6 3,52 227 2 I? 266 --------------------------------------------------------------- Cost/Unit [Sh] -50 1 s .50 1 1.5 -------------**--*---*-------------------------------------v--- Ave Daily Rev, LO2 670 8 114 217 399 --I--I--*-I---C--CC----------------------------*--~--*--------- Fuel is the major expenditure, and in Maleel the pump operator reported purchases of 3CU Liters between January and Harch, which cast 22,000 Shillings. Thus, 129,600 Shillings would be the estimated revenue collected by the pump operator. 'While there are other operational and xliscellaneous expenses, this is probnbly close to the upper Limit af possible revenue for a welL site during a 1CO day period* The figures suggest why the purs operator at Maleel azd those interviewed at other sites were reluctant to record, let alone openly discuss, the revenues generate? from water sales. (vii] Other well rites and beneficiaries. Table 2.3.19 presents estlnates of daily use at a number of well sites during the dry scasozz. The nurher and types of users are estimates mtSe by tba punp uperator and nanbers of the water comittse in fox vi3loges. Il----l--ll---C1--------------C-----------~~-~~-~- Table 2.3-19. Average Daily Water Sales and Potential Beneficiaries. .r----rlr--rlr-Llr------------------.x-.r------.------r.-.----------------- ?Ji 1 l age Total Top. % Pop- Served at Per capita Water Vol , Cons. Levels (Ltrs/Pay/Perscn) 5 4 3 -I-*----C11111----1__--------------------------------------------- Taf lov 10,540 2,806 1 3 93 125 Saman Dkeere 11,900 3,430 70 87 115 Maleel 12,505 3,45Q 72 91 121 Gduudo Dhuunte 6,6GO 1,970 67 83 115 ~uuio xaewo* 8,490 4,560 37 46 61 _--I-I1I1-I---LI----------------------------------------------- Total 49,345 19,462 - - - --------------------------------------------------+------------ Average 9,989 3,244 62 77 102 -C-"e-C-I------------l---*----*-------.------------------------------ * zu~lo 3aawo has 29 civil works, so levels of use are lower -. -
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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
Page 78 and 79: Community residents sade substantia
Page 80 and 81: (1) me participation of the RLX" in
Page 82 and 83: of safe-water supply systems. The p
Page 84 and 85: as-needed basis. In January of 1986
Page 86 and 87: of monitoring and evaluation proced
Page 88 and 89: The traditional calendar divides th
Page 90 and 91: 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 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 142 and 143: . ..I t "I." V C 7 3 " - '>U- -7 u
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
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4.3-2.3. Actual and Assumed Water P
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cost af well construction, For the
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- r e r 1 PNC mrrn * b-4 *- * - a n
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At the "Lime of writing, WDA is est
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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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