Finding Potential Sites for Small-Scale Hydro Power in Uganda: a ...

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9.5 Evaluated SitesThe coordinates are in Arc 1960 UTM Zone 36N projection. The Arc Datum 1960 isreferenced to the modified Clarke 1880 ellipsoid, Transverse Mercator projection withcoordinates on the UTM grid. The sites are given with approximate coordinates and canbe seen in Figure 5.12.Site 1 (144711,62948)LC1 KaganoLC2 Karengyere12 degrees over 100 metersNo permanent waterSite 2 (149434,58522)LC1 NyamatembeLC2 Kacherere12-13 degrees over 100 metersPermanent waterDepth: 0.3 m Width: 0.5 m Flow: 0.5m/s.Site 3 (148075,59518)LC1 NyarucheaLC2 KacherereNot evaluatedSite 4 (150899,57389)LC1 RwabahundamLC2 Kichange25 degrees over 100 metersNo permanent waterSite 5 (150321,56814)LC2 Kichange25 degrees over 100 metersNo permanent waterSite 6 (149642,55333)LC1 MuchangeLC2 Kachacha12-15 degrees over 100 metersNo permanent waterSite 7 (151259,52530)LC1 KirimbiLC2 Kachacha8-12 degrees over 100 metersNo permanent waterSite 8 (151501,52133)LC1 NyakabungoLC2 Kachacha8-12 degrees over 100 metersNo permanent waterSite 9 (151722,51585)LC1 NyakabungoLC2 Kachacha8-12 degrees over 100 metersNo permanent waterSite 10 (162636,42001)LC1 NyamijomaLC2 KibugaNot evaluatedSite 11 (170321,51332)LC1 KyasebLC2 BuharaNot evaluatedSite 12 (164610,54110)LC1 KashenyiLC2 KitumbaNot evaluatedSite 13 (169505,53547)LC2 MuyebeNot evaluatedSite 14 (143474,71369)LC1 KatatzyaLC2 KaaraNot evaluatedSite 15 (148454,79110)LC1 KachvamuhoroLC2 Nyamabare20 degrees over 100 metersNo permanent water82
Site 16 (147486,78619)Site 20 (156072,78680)LC1 NyambareLC1 HakitoomaLC2 NyamabareLC2 Mpungo22 degrees over 100 metersNot evaluatedNo permanent waterSite 21 (157216,82000)Site 17 (147024,78470)LC1 RugyendabarLC1 NyambareLC2 MpungoLC2 NyamabareNot evaluated20 degrees over 100 metersNo permanent water Site 22 (154710,73958)LC1 HamurwaLC2 HamurwaSite 18 (146623,78157)Not evaluatedLC1 NyambareLC2 Nyamabare Site 23 (156681, 72831)20 degrees over 100 meters LC1 KarukaraNo permanent waterLC2 HamurwaNot evaluatedSite 19 (147379,77045)LC1 NyambareSite 24 (161760,63482)LC2 NyamabareLC1 Karambazi15 degrees over 100 metersLC2 KagaramaPermanent waterNot evaluatedDepth: 0.3 m W idth: 0.5 Flow: 1m/sSite 25 (124521,64142)LC1 RusizaLC2 Busengo12 degrees over 100 metersPermanent waterDepth: 1 m Width: 3 m Flow: 0.6m/s2
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Seminar series nr 121Finding Potent
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AbstractOver 2 billion people, most
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AcknowledgmentsFirst of all, we wou
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5 Result ..........................
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For the specific case of Uganda, a
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2 Study AreaThe main reason for us
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In the 1960’s Uganda was one of t
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2.1.3 TopographyMost of Uganda is s
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Figure 2.4 The highest volcano in K
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e able to manually write the data,
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Depending on the appearance of the
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o Then the water flows from the for
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and generator is 65% and 80% effici
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Table 3.2 Capacity and production o
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Table 3.5 Small-scale hydropower ca
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technology was supplied to an area
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component to all of these issues, g
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The Rural Electrification project t
Page 44 and 45: The closer the interviewer is to th
Page 46 and 47: Over this area we bought the follow
Page 48 and 49: The primary erosive force determini
Page 50 and 51: There are a set of tolerances used
Page 52 and 53: ivers are seasonal, since the hydro
Page 54 and 55: (a) (b) (c)Figure 4.8 An example sh
Page 56 and 57: 4.2.6 Post Processing of Output Dat
Page 58 and 59: A = ( b ⋅ h)2(4.3)Where A equals
Page 60 and 61: elinquish because of too expensive
Page 62 and 63: The first step when performing the
Page 64 and 65: more obvious in their geographic co
Page 66 and 67: By using a smaller area it is possi
Page 68 and 69: 5.3 Summary of Resultso The general
Page 70 and 71: projects are supposed to be finance
Page 72 and 73: Sinks are a reoccurring problem whe
Page 74 and 75: UTM Zone 36N projection. The study
Page 76 and 77: As described in chapter 3.3.3 all r
Page 78 and 79: and if good financing possibilities
Page 80 and 81: Hutchinson M. F., Dowling T. I., 19
Page 83 and 84: 9 Appendix9.1 Interview: Rural Elec
Page 85 and 86: 9.3 Digital DataAll data layers are
Page 87 and 88: Frame creationThis is made in order
Page 89 and 90: time2=clock;%starts timer on clock
Page 91 and 92: next(1,2)=(y-1);cell_height=(highes
Page 93: endendif height>=20;%if the accumul
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