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botswana/namibia - Cour international de Justice

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the River Rovuma in Article I(2) and to the River Aka in Article IV (i) of the 1890<br />

Agreement.<br />

272. The northern channel in the vicinity of Kasikili/Sedudu Island satisfies the treaty makers'<br />

requirement of a 'main channel' through which the Chobe River '<strong>de</strong>scends' to its confluence<br />

with the Zambezi. Flow through the northern channel is continuous in a downstream direction<br />

with a constant level of 925.6 metres, South African Mean Sea Level, measured at the Kasane<br />

Gauging Station through all seasons of the year. (Mean monthly water levels at the Kasane<br />

Gauging Station are shown on Table 3 in Professor Sefe's Second Opinion, pp.28-35 (in<br />

Appendix 2 of this Counter-Memorial).<br />

273. This flow is <strong>de</strong>monstrated in the hydrological surveys and gaugings carried out by the<br />

Department of Water Affairs (Botswana) at seven stations along the Kwando-Linyanti-Chobe<br />

system south of the Caprivi Strip from the Upper Kwando down to Shaile, as shown on the<br />

Map D opposite page 13 of this Counter-Memorial.<br />

G9 - Satellite Image, Classified Image (Landsat MSS Bands 4,5,6,7, June 1975)<br />

274. The Chobe River shows higher levels of flow in its lower reaches as it approaches the<br />

confluence with the Zambezi. The summary at the end of Table 3 was used to draw Figures 6<br />

and 7 in Professor Sefe's Second Opinion reproduced at page 104. This Figure 6 shows the<br />

spatial variation of flow in a downstream direction along the Kwando-Linyanti-Chobe River<br />

system. It <strong>de</strong>monstrates the augmentation of flow as the catchment area increases, which is a<br />

characteristic of perennial rivers, and this is plainly visible at the up-stream stations of Upper<br />

Kwando (GS No. 6115) and Bates Camp (GS No. 6125). At Sajawa Gauging Station No.<br />

6414, where the river begins to emerge from the Linyanti Swamps, the attenuating effect of<br />

the swamp on water levels becomes obvious. From this point onwards water levels rise again<br />

as the catchment area increases. Highest water levels are recor<strong>de</strong>d on the Chobe River at<br />

Kasane (GS No. 6624).<br />

275. Like all perennial rivers that <strong>de</strong>pend upon seasonal rainfall, the Chobe River has high<br />

and low flow seasons. The data in Table 3 show that the Kwando-Linyanti-Chobe River<br />

system experiences seasonal as well as year to year fluctuations.Minimum flow velocities<br />

during the low season are of the or<strong>de</strong>r of 0.5 metres per second. Thus the river is never<br />

stagnant except for a two or three-day transition between the backflow and normal<br />

downstream flow.<br />

II. EVIDENCE OF CURRENT IN THE NORTHERN CHANNEL<br />

276. A reference to cross-sections 5 and 6 in the attachment to the Botswana Memorial<br />

(which were plotted by the Joint Survey Team of 1985) reveals that at the outsi<strong>de</strong> of the curve<br />

between the Spur channel at Kabuta and the northern channel, the channel falls vertically<br />

down against the north bank to 9 and 7 metres respectively. This drop in <strong>de</strong>pth can only be<br />

explained by current sweeping round the outsi<strong>de</strong> of the curve. This effect could not happen in<br />

"stagnant" water. The same effect can be observed at cross-sections 9 and 10 where the<br />

southern channel sweeps left out into the main channel immediately south of Kasane where<br />

the <strong>de</strong>pths of 13.5 metres and 7.5 metres are recor<strong>de</strong>d against the outsi<strong>de</strong> of this curve.<br />

277. This effect, however, is not apparent in the southern channel at cross-sections 18, 18A,<br />

18B, and 19, which are the cross-sections around the outsi<strong>de</strong> of the curve around the north

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