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Hydro-‐political Baseline of the Upper Jordan River - Ibrahim Abd El Al

Hydro-‐political Baseline of the Upper Jordan River - Ibrahim Abd El Al

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MC M/m<br />

120.0<br />

100.0<br />

80.0<br />

60.0<br />

40.0<br />

20.0<br />

0.0<br />

68-­‐69 69-­‐70 71-­‐72 72-­‐73 73-­‐74 02-­‐03 03-­‐04 04-­‐05 05-­‐06 06-­‐07 07-­‐08<br />

Years<br />

Figure 3.4 Hasbani <strong>River</strong> flows, measured at <strong>the</strong> Fardiss Bridge, 1968 – 1974, and 2002 – 2007,<br />

showing <strong>the</strong> high inter-­‐annual and intra-­‐annual variability (LRA 2011). Note <strong>the</strong> spike in year 2002-­‐<br />

2003 is not considered accurate, and attributed to issues with calibration <strong>of</strong> <strong>the</strong> gauging equipment.<br />

3.2.2 Flows measured in Israel<br />

Flow monitoring records <strong>of</strong> <strong>the</strong> Lake <strong>of</strong> Tiberias have been kept by <strong>the</strong> <strong>Hydro</strong>logical Service<br />

<strong>of</strong> Israel (HSI) have been kept since 1949, and are now gauged through nine different points<br />

(see e.g. Givati and Lynn 2011). The striking difference in intra-­‐annual variability between<br />

<strong>the</strong> three main tributaries is shown clearly in Figure 3.5.<br />

The spikes <strong>of</strong> <strong>the</strong> discharge curves <strong>of</strong> <strong>the</strong> Hasbani and Banias reflect <strong>the</strong> rivers’<br />

responsiveness to rainfall, while <strong>the</strong> steady core reflect groundwater-­‐fed ‘base flows’. In a<br />

similar way, <strong>the</strong> smooth discharge curve <strong>of</strong> <strong>the</strong> Liddan fur<strong>the</strong>r demonstrates <strong>the</strong> importance<br />

<strong>of</strong> groundwater to that river, as annual changes are shown to have little influence. The<br />

steady flow <strong>of</strong> <strong>the</strong> Liddan holds for inter-­‐annual variability, as Table 3.2 and Figure 3.6 show.<br />

The average flow measured just upstream <strong>of</strong> <strong>the</strong> confluence <strong>of</strong> <strong>the</strong> 3 main <strong>Upper</strong> <strong>Jordan</strong><br />

<strong>River</strong> tributaries during <strong>the</strong> period 1949-­‐2004 for <strong>the</strong> Hasbani is 123 MCM/y, Liddan -­‐ 241<br />

MCM/y, and <strong>the</strong> Banias -­‐ 114 MCM/y. The average flow <strong>of</strong> <strong>the</strong> <strong>Upper</strong> <strong>Jordan</strong> <strong>River</strong> at <strong>the</strong><br />

confluence <strong>of</strong> <strong>the</strong> three rivers is thus taken as 480 MCM/y. The annual discharge <strong>of</strong> <strong>the</strong><br />

Liddan is much more stable than those <strong>of</strong> <strong>the</strong> Banias and <strong>the</strong> Hasbani, rarely exceeding a<br />

deviation <strong>of</strong> 10% below or above its average. By contrast, <strong>the</strong> Banias regularly deviates from<br />

its average annual flow by 30%. The most extreme variations are observed on <strong>the</strong> Hasbani,<br />

which regularly deviates by up to 40% from its average annual flow.<br />

42

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