[11] Blue Nile water flowing up the White Nile and decreasing the normal discharge.
| 1902 | |||||
| Name of River. |
Locality. | Minimum Summer Discharge m³ per second |
Maximum Flood Discharge m³ per second |
||
|---|---|---|---|---|---|
| Date. | Discharge. | Date. | Discharge. | ||
| Victoria Nile | Ripon Falls | December | 480 | May | 580 |
| Albert Nile | Wadelaï | April 5th | 530 | Dec. 10th | 760 |
| „ | Gondokoro | April 15th | 540 | Aug. 24th | 1360 |
| „ | Above Sobat | .. | .. | .. | .. |
| Sobat | Mouth | .. | .. | .. | .. |
| White Nile | Tewfikieh | April | app: 340 | .. | .. |
| „ | Duem | May, 11th | 340 | Dec. 29th | 1500 |
| Blue Nile | Khartoum | April 15th | 180 | Aug. 29th | 7200 |
| Atbara | Mouth | .. | .. | Sept. 8th | 2020 |
| Nile | Wadi Haifa | June 2nd | 490 | .. | .. |
| Assuân | .. | .. | Sept. 17th | 7000 | |
| 1903 | |||||
| Victoria Nile | Ripon Falls | January | 490 | July | 830 |
| Albert Nile | Wadelaï | April 5th | 630 | December | 1070 |
| „ | Gondokoro | April 10th | 680 | Sept. 23rd | 2600 |
| „ | Above Sobat | April | 430 | .. | 430 |
| Sobat | Mouth | April 15th | 40 | Sept. 15th | 1040 |
| White Nile | Tewfikieh | April | 380 | Dec. 15th | 1470 |
| „ | Duem | May 9th | 400 | Nov. 15th | 1670 |
| Blue Nile | Khartoum | May 5th | 100 | Aug. 28th | 9600 |
| Atbara | Mouth | .. | .. | Aug. 30th | 3100 |
| Nile | Wadi Haifa | May 21st | 420 | .. | .. |
| Assuân | .. | .. | Sept. 12th | 9000 | |
| Month | 1877-78 Minimum Year |
1878-79 Maximum Year |
Mean of 20 Years |
||||||
|---|---|---|---|---|---|---|---|---|---|
| Blue Nile at Khar- toum. |
Assuân. | Cairo. | Blue Nile at Khar- toum. |
Assuân. | Cairo. | Blue Nile at Khar- toum. |
Assuân. | Cairo. | |
| June | 1000 | 800 | 600 | 1000 | 500 | 250 | 1000 | 750 | 500 |
| July | 2800 | 2400 | 1100 | 3500 | 2000 | 900 | 2800 | 2200 | 1100 |
| August | 5300 | 5600 | 3900 | 8200 | 7900 | 5200 | 7000 | 7900 | 5300 |
| September | 4700 | 5900 | 4400 | 12500 | 12100 | 8600 | 8500 | 9200 | 7200 |
| October | 2500 | 4000 | 3900 | 8000 | 9300 | 10300 | 4500 | 6000 | 6900 |
| November | .. | 2400 | 2550 | .. | 4700 | 6500 | .. | 3300 | 3700 |
| December | .. | 1500 | 1600 | .. | 3200 | 3600 | .. | 2200 | 2300 |
| January | .. | 1200 | 1300 | .. | 2400 | 2600 | .. | 1600 | 1600 |
| February | .. | 800 | 800 | .. | 2100 | 2100 | .. | 1200 | 1200 |
| March | .. | 600 | 550 | .. | 1900 | 1900 | .. | 850 | 800 |
| April | .. | 500 | 400 | .. | 1600 | 1600 | .. | 700 | 620 |
| May | .. | 400 | 300 | .. | 1500 | 1500 | .. | 600 | 520 |
| Mean | .. | 2175 | 1783 | .. | 4100 | 3754 | .. | 3041 | 2645 |
Note.—The very high discharges at Assuân and Cairo in April and May 1879; the minimum discharge of that year was about 1500 cubic metres per second. There has never been any discharge like that since.
| Gauge. | Discharge m³ per second. |
Remarks. |
|---|---|---|
| 0·0 | 380 | This discharge table is the mean of two alternative tables; one assuming that the width of the
sill of the Ripon Falls was 127 metres as stated by Sir William Garstin, the other assuming that only half this width was the
working sill, the rest being more or less shallow water. The constant has been taken as ·57. Sir William Garstin makes the
width of the sill 70 + 40 + 13 = 127 metres, while Chavanne gives it as 82 + 14 + 55 + 22 = 173
metres. The wider the sill, the quicker is the rise of discharge from the measured discharge at the gauge of ·51. |
| ·1 | 410 | |
| ·2 | 450 | |
| ·3 | 480 | |
| ·4 | 520 | |
| ·5 | 550 | |
| ·6 | 580 | |
| ·7 | 620 | |
| ·8 | 660 | |
| ·9 | 700 | |
| 1·0 | 740 | |
| ·1 | 780 | |
| ·2 | 820 | |
| ·3 | 860 | |
| ·4 | 900 | |
| ·5 | 950 | |
| ·6 | 990 | |
| ·7 | 1040 | |
| ·8 | 1090 | |
| ·9 | 1140 | |
| 2·0 | 1190 |
| Gauge. | Discharge cubic metres per second. |
Gauge. | Discharge cubic metres per second. |
Gauge. | Discharge cubic metres per second. |
|---|---|---|---|---|---|
| 0·0 | 520 | 1·0 | 780 | 2·0 | 1090 |
| ·1 | 544 | ·1 | 810 | ·1 | 1104 |
| ·2 | 568 | ·2 | 840 | ·2 | 1118 |
| ·3 | 592 | ·3 | 870 | ·3 | 1132 |
| ·4 | 616 | ·4 | 900 | ·4 | 1146 |
| ·5 | 640 | ·5 | 930 | ·5 | 1160 |
| ·6 | 668 | ·6 | 962 | .. | .. |
| ·7 | 696 | ·7 | 994 | .. | .. |
| ·8 | 724 | ·8 | 1026 | .. | .. |
| ·9 | 752 | ·9 | 1058 | .. | .. |
| Gauge. | Discharge cubic metres per second. |
Remarks. |
|---|---|---|
| 0·0 | 550 | There is a scour of a metre and upwards at this gauge site during a high flood. The pit is apparently filled with sand during a low flood. |
| ·2 | 600 | |
| ·4 | 660 | |
| ·6 | 740 | |
| ·8 | 820 | |
| 1·0 | 900 | |
| ·2 | 1060 | |
| ·4 | 1220 | |
| ·6 | 1380 | |
| ·8 | 1540 | |
| 2·0 | 1700 | |
| ·2 | 1900 | |
| ·4 | 2100 | |
| ·6 | 2300 | |
| ·8 | 2500 | |
| 3·0 | 2700 |
| Gauge. | Discharge cubic metres per second. |
Gauge. | Discharge cubic metres per second. |
Remarks. |
|---|---|---|---|---|
| 0·0 | 500 | 2·0 | 1100 | This is a better site than Gondokoro. |
| ·2 | 540 | ·2 | 1300 | |
| ·4 | 580 | ·4 | 1500 | |
| ·6 | 620 | ·6 | 1700 | |
| ·8 | 660 | ·8 | 1900 | |
| 1·0 | 700 | 3·0 | 2100 | |
| ·2 | 780 | ·2 | 2300 | |
| ·4 | 860 | ·4 | 2500 | |
| ·6 | 940 | ·6 | 2700 | |
| ·8 | 1020 | .. | .. |
| Gauge. | Discharge in m³ per second. |
|---|---|
| 0·0 | 30 |
| ·2 | 58 |
| ·4 | 86 |
| ·6 | 112 |
| ·8 | 142 |
| 1·0 | 170 |
| ·2 | 218 |
| ·4 | 266 |
| ·6 | 314 |
| ·8 | 362 |
| 2·0 | 410 |
| ·2 | 500 |
| ·4 | 590 |
| ·6 | 680 |
| ·8 | 790 |
| 3·0 | 860 |
| ·2 | 950 |
| ·4 | 1040 |
| ·6 | 1130 |
| ·8 | 1220 |
| 4·0 | 1310 |
This gauge is in backwater when the north
end of the Sudd region is flooded.
| Gauge. | Discharge in m³ per second. |
|---|---|
| -1·0 | 150 |
| 0·0 | 330 |
| ·2 | 376 |
| ·4 | 422 |
| ·6 | 468 |
| ·8 | 514 |
| 1·0 | 560 |
| ·2 | 616 |
| ·4 | 672 |
| ·6 | 728 |
| ·8 | 784 |
| 2·0 | 840 |
| ·2 | 906 |
| ·4 | 972 |
| ·6 | 1038 |
| ·8 | 1104 |
| 3·0 | 1170 |
| ·2 | 1270 |
| ·4 | 1370 |
| ·6 | 1470 |
| ·8 | 1570 |
| 4·0 | 1670 |
| ·2 | 1770 |
| ·4 | 1870 |
| ·6 | 1970 |
| ·8 | 2070 |
| 5·0 | 2170 |
| Gauge. | Discharge in m³ per second. |
Remarks. |
|---|---|---|
| 0·0 | 330 | This gauge is in backwater when the Blue Nile is high. |
| ·1 | 354 | |
| ·2 | 370 | |
| ·3 | 402 | |
| ·4 | 426 | |
| ·5 | 450 | |
| ·6 | 480 | |
| ·7 | 515 | |
| ·8 | 555 | |
| ·9 | 600 | |
| 1·0 | 650 |
This table is only very approximative.
| Gauge. | Discharge in m³ per second |
|
|---|---|---|
| River rising. |
River Falling and Stationary. |
|
| 0·0 | 50 | 50 |
| ·2 | 80 | 64 |
| ·4 | 110 | 78 |
| ·6 | 140 | 92 |
| ·8 | 170 | 106 |
| 1·0 | 200 | 120 |
| ·2 | 240 | 146 |
| ·4 | 280 | 172 |
| ·6 | 320 | 198 |
| ·8 | 360 | 224 |
| 2·0 | 400 | 250 |
| ·2 | 450 | 284 |
| ·4 | 500 | 318 |
| ·6 | 550 | 352 |
| ·8 | 600 | 380 |
| 3·0 | 650 | 420 |
| ·2 | 720 | 406 |
| ·4 | 790 | 512 |
| ·6 | 860 | 558 |
| ·8 | 930 | 604 |
| 4·0 | 1000 | 650 |
| ·2 | 1100 | 720 |
| ·4 | 1200 | 790 |
| ·6 | 1300 | 860 |
| ·8 | 1400 | 930 |
| 5·0 | 1500 | 1000 |
| ·2 | 1630 | 1100 |
| ·4 | 1760 | 1200 |
| ·6 | 1890 | 1300 |
| ·8 | 2020 | 1400 |
| 6·0 | 2150 | 1500 |
| ·2 | 2320 | 1620 |
| ·4 | 2490 | 1740 |
| ·6 | 2600 | 1800 |
| ·8 | 2830 | 1980 |
| 7·0 | 3000 | 2100 |
| ·2 | 3200 | 2340 |
| ·4 | 3400 | 2580 |
| ·6 | 3600 | 2820 |
| ·8 | 3800 | 3060 |
| 8·0 | 4000 | 3300 |
| ·2 | 4300 | 3540 |
| ·4 | 4600 | 3780 |
| ·6 | 4900 | 4020 |
| ·8 | 5200 | 4200 |
| 9·0 | 5500 | 4500 |
| ·2 | 5900 | 4840 |
| ·4 | 6300 | 5180 |
| ·6 | 6700 | 5520 |
| ·8 | 7100 | 5860 |
| 10·0 | 7500 | 6200 |
| ·2 | 8000 | 6580 |
| ·4 | 8500 | 6960 |
| ·6 | 9000 | 7340 |
| ·8 | 9500 | 7720 |
| 11·0 | 10000 | 8100 |
| ·2 | 10600 | 8540 |
| ·4 | 11200 | 8980 |
| ·6 | 11800 | 9420 |
| ·8 | 12400 | 9800 |
| 12·0 | 13000 | 10300 |
(1) These discharges include the Rahad river. They represent the discharges below the Rahad river junction referred to the Wad Medani gauge.
(2) During a high flood the river scours, and it silts during a low flood; consequently for exact discharges below 5 metres, the section of the river should be taken annually in December.
| Gauge. | River rising |
River falling and Stationary |
|---|---|---|
| Discharge in m³ per second. |
Discharge in m³ per second. |
|
| - ·2 | 100 | 100 |
| +0·0 | 175 | 120 |
| ·2 | 260 | 145 |
| ·4 | 360 | 170 |
| ·6 | 470 | 195 |
| ·8 | 580 | 220 |
| 1·0 | 700 | 250 |
| ·2 | 860 | 340 |
| ·4 | 1020 | 430 |
| ·6 | 1180 | 520 |
| ·8 | 1340 | 610 |
| 2·0 | 1500 | 700 |
| ·2 | 1720 | 880 |
| ·4 | 1940 | 1060 |
| ·6 | 2160 | 1240 |
| ·8 | 2380 | 1420 |
| 3·0 | 2600 | 1600 |
| ·2 | 2980 | 1840 |
| ·4 | 3360 | 2080 |
| ·6 | 3740 | 2320 |
| ·8 | 4120 | 2560 |
| 4·0 | 4500 | 2800 |
| ·2 | 4980 | 3180 |
| ·4 | 5460 | 3560 |
| ·6 | 5940 | 3940 |
| ·8 | 6420 | 4320 |
| 5·0 | 6900 | 4700 |
| ·2 | 7560 | 5220 |
| ·4 | 8220 | 5740 |
| ·6 | 8880 | 6260 |
| ·8 | 9540 | 6780 |
| 6·0 | 10200 | 7300 |
| ·2 | 11000 | 7940 |
| ·4 | 11800 | 8580 |
| ·6 | 12600 | 9220 |
| ·8 | 13400 | 9860 |
| 7·0 | 14200 | 10500 |
| ·2 | ... | 11140 |
| ·4 | ... | 11780 |
| ·6 | ... | 12420 |
This gauge is in backwater when the White Nile is discharging more than the Blue Nile.
| Gauge. | Discharge. |
|---|---|
| 0·0 | 0·0 |
| ·2 | 20 |
| ·4 | 40 |
| ·6 | 60 |
| ·8 | 80 |
| 1·0 | 100 |
| ·2 | 150 |
| ·4 | 200 |
| ·6 | 250 |
| ·8 | 300 |
| 2·0 | 350 |
| ·2 | 444 |
| ·4 | 538 |
| ·6 | 632 |
| ·8 | 726 |
| 3·0 | 820 |
| ·2 | 1012 |
| ·4 | 1204 |
| ·6 | 1396 |
| ·8 | 1588 |
| 4·0 | 1780 |
| ·2 | 2078 |
| ·4 | 2376 |
| ·6 | 2674 |
| ·8 | 2972 |
| 5·0 | 3270 |
| ·2 | 3596 |
| ·4 | 3922 |
| ·6 | 4248 |
| ·8 | 4574 |
| 6·0 | 4900 |
The gauges are in metres and are referred to mean low-water level as zero.
| The zero is: | |||
| at Assuân | R. L. | 85·00 | |
| at Assiut | „ | 45·55 | |
| at Cairo | „ | 12·25 | |
N.B.—At Assiut R. L. 45·55, according to the reservoir levels, is R. L. 45·05 according to the 4th Circle levels.
(The discharges are in cubic metres per second.)
This discharge table may be used approximately for any gauge on the Nile north of Assuân with its zero at mean low-water level; adding ·5 to the gauge in Kena Province, and deducting ·5 from the gauge in Minieh and Beni-Suef.
If the river is rising, take the discharge corresponding to the higher gauge; if falling or stationary to the lower one.
| Gauge. | Discharge. |
|---|---|
| -1·0 | 360 |
| - ·8 | 406 |
| - ·6 | 452 |
| - ·4 | 498 |
| - ·2 | 544 |
| 0·0 | 590 |
| ·2 | 668 |
| ·4 | 746 |
| ·6 | 824 |
| ·8 | 902 |
| 1·0 | 980 |
| ·2 | 1086 |
| ·4 | 1192 |
| ·6 | 1298 |
| ·8 | 1404 |
| 2·0 | 1510 |
| ·2 | 1652 |
| ·4 | 1794 |
| ·6 | 1936 |
| ·8 | 2078 |
| 3·0 | 2220 |
| ·2 | 2408 |
| ·4 | 2596 |
| ·6 | 2784 |
| ·8 | 2972 |
| 4·0 | 3160 |
| ·2 | 3404 |
| ·4 | 3648 |
| ·6 | 3892 |
| ·8 | 4136 |
| 5·0 | 4380 |
| ·2 | 4674 |
| ·4 | 4968 |
| ·6 | 5262 |
| ·8 | 5556 |
| 6·0 | 5850 |
| ·2 | 6150 |
| ·4 | 6450 |
| ·6 | 6800 |
| ·8 | 7200 |
| 7·0 | 7600 |
| ·2 | 8000 |
| ·4 | 8400 |
| ·6 | 8800 |
| ·8 | 9300 |
| 8·0 | 9800 |
| ·2 | 10300 |
| ·4 | 10900 |
| ·6 | 11500 |
| ·8 | 12100 |
| 9·0 | 12800 |
| ·2 | 13600 |
Discharge Table of the Wady Halfa Gauge, for use at Assuân when the Assuân Dam is being regulated on, and consequently the Assuân Gauge no longer represents the normal discharge of the Nile. At this stage of the river it may be assumed that the water travels normally between Wady Halfa and Assuân in 3 or 4 days.
| Gauge. | Discharge cubic metres per second. |
|---|---|
| 0·8 | 370 |
| 1·0 | 440 |
| ·2 | 516 |
| ·4 | 592 |
| ·6 | 688 |
| ·8 | 804 |
| 2·0 | 920 |
| ·2 | 1048 |
| ·4 | 1176 |
| ·6 | 1314 |
| ·8 | 1462 |
| 3·0 | 1610 |
| ·2 | 1800 |
| ·4 | 1990 |
| ·6 | 2180 |
| ·8 | 2370 |
| 4·0 | 2560 |
| ·2 | 2802 |
| ·4 | 3044 |
| ·6 | 3286 |
| ·8 | 3528 |
| 5·0 | 3770 |
| 1890 | |
| Gauge. | Discharge m³ per second. |
|---|---|
| 0·00 | 0 |
| ·25 | 50 |
| ·50 | 100 |
| ·75 | 150 |
| 1·00 | 200 |
| ·25 | 287 |
| ·50 | 375 |
| ·75 | 463 |
| 2·00 | 550 |
| ·25 | 700 |
| ·50 | 850 |
| ·75 | 1000 |
| 3·00 | 1150 |
| ·25 | 1312 |
| ·50 | 1475 |
| ·75 | 1638 |
| 4·00 | 1800 |
| ·25 | 1975 |
| ·50 | 2150 |
| ·75 | 2325 |
| 5·00 | 2500 |
| ·25 | 2700 |
| ·50 | 2900 |
| ·75 | 3100 |
| 6·00 | 3300 |
| ·25 | 3525 |
| ·50 | 3750 |
| ·75 | 3975 |
| 7·00 | 4200 |
| ·25 | 4450 |
| ·50 | 4700 |
| ·75 | 4950 |
| 8·00 | 5200 |
| ·25 | 5475 |
| ·50 | 5750 |
| ·75 | 6025 |
| 9·00 | 6300 |
Zero of the gauge R. L. 10·00 metres above mean sea.
| 1890 | |
| Gauge. | Discharge m³ per second. |
|---|---|
| 0·00 | 0 |
| ·25 | 20 |
| ·50 | 40 |
| ·75 | 60 |
| 1·00 | 80 |
| ·25 | 110 |
| ·50 | 140 |
| ·75 | 170 |
| 2·00 | 200 |
| ·25 | 262 |
| ·50 | 325 |
| ·75 | 388 |
| 3·00 | 450 |
| ·25 | 537 |
| ·50 | 625 |
| ·75 | 712 |
| 4·00 | 800 |
| ·25 | 925 |
| ·50 | 1050 |
| ·75 | 1175 |
| 5·00 | 1300 |
| ·25 | 1450 |
| ·50 | 1600 |
| ·75 | 1750 |
| 6·00 | 1900 |
| ·25 | 2075 |
| ·50 | 2250 |
| ·75 | 2425 |
| 7·00 | 2600 |
| ·25 | 2800 |
| ·50 | 3000 |
| ·75 | 3200 |
| 8·00 | 3400 |
| ·25 | 3625 |
| ·50 | 3850 |
| ·75 | 4075 |
| 9·00 | 4300 |
Note.—Zero of the gauge R. L. 10·00 metres above mean sea.
| Year. | Minimum summer |
Maximum flood |
||
|---|---|---|---|---|
| Date. | Gauge. | Date. | Gauge. | |
| 1873 | 5 June | -0·37 | 1 September | 7·66 |
| 1874 | 30 May | -0·64 | 6 September | 8·97 |
| 1875 | 23 May | -0·17 | 11 September | 8·36 |
| 1876 | 15 June | +0·13 | 7 September | 8·68 |
| 1877 | 27 May | +0·10 | 20 August | 6·40 |
| 1878 | 23 June | -0·71 | 1 October | 9·15 |
| 1879 | 23 May | +1·88 | 13 September | 8·59 |
| 1880 | 9 June | +0·82 | 4 September | 7·82 |
| 1881 | 14 May | +0·00 | 4 September | 8·14 |
| 1882 | 23 June | -0·55 | 28 August | 8·00 |
| 1883 | 22 June | +0·04 | 17 September | 8·18 |
| 1884 | 27 May | +0·37 | 1 September | 7·73 |
| 1885 | 21 June | -0·44 | 28 August | 8·05 |
| 1886 | 3 June | -0·06 | 22 September | 8·04 |
| 1887 | 8 May | -0·03 | 1 September | 8·81 |
| 1888 | 8 June | -0·08 | 24 August | 7·08 |
| 1889 | 24 June | -0·60 | 2 September | 8·36 |
| 1890 | 8 June | -0·60 | 2 September | 8·72 |
| 1891 | 19 May | -0·21 | 27 September | 7·84 |
| 1892 | 18 June | -0·64 | 20 September | 8·88 |
| 1893 | 18 June | +0·35 | 14 September | 7·75 |
| 1894 | 16 June | +0·06 | 18 September | 8·61 |
| 1895 | 23 June | +0·78 | 10 September | 8·68 |
| 1896 | 13 June | +0·49 | 3 September | 8·63 |
| 1897 | 31 May | +0·62 | 1 September | 7·80 |
| 1898 | 23 June | -0·25 | 29 August | 8·63 |
| 1899 | 1 June | +0·15 | 4 September | 6·67 |
| 1900 | 15 May | -0·93 | 19 August | 7·91 |
| 1901 | 10 May | -0·46 | 6 September | 7·82 |
| 1902 | 12 May | -0·48 | 17 September | 6·72 |
| 1903 | 16 April | -0·68 | 27 August | 7·93 |
| 1904 | 5 June | -0·20 | 13 August | 6·97 |
Zero is R. L. 85·00 metres or mean low water level.
| Locality. | Length in kilo- metres. |
MEAN AREA IN SQUARE METRES | |||||
|---|---|---|---|---|---|---|---|
| Below zero. |
Below 6 metres. |
Below 7 metres. |
Below 8 metres. |
Below 8.5 metres. |
Below 9 metres. |
||
| Assuân to Ramâdi | 81 | 1024 | 4930 | 5808 | 6754 | 7337 | 7993 |
| Ramâdi to Esna | 76 | 674 | 4554 | 5461 | 6398 | 6966 | 7695 |
| Esna to Kena | 115 | 852 | 4476 | 5336 | 6221 | 6726 | 7363 |
| Kena to Sohâg | 158 | 973 | 4718 | 5600 | 6535 | 7121 | 7873 |
| Sohâg to Assiout | 98 | 1037 | 5220 | 6305 | 7705 | 8683 | 9749 |
| Assiout to Minia | 138 | 899 | 5149 | 6205 | 7783 | 8845 | 9937 |
| Minia to Beni-Suêf | 117 | 915 | 5035 | 6007 | 7315 | 8196 | 9140 |
| Beni-Suêf to Koshesha | 34 | 665 | 5040 | 6080 | 7532 | 8379 | 9247 |
| Koshesha to Cairo | 81 | 1031 | 5364 | 6388 | 7813 | 8648 | 9495 |
| Cairo to the Barrage | 24 | 1402 | 5414 | 6628 | 8346 | 9258 | 10184 |
| Assuân to Assiout | 528 | 920 | 4760 | 5680 | 6690 | 7310 | 8080 |
| Assiout to Koshesha | 289 | 870 | 5080 | 6100 | 7550 | 8510 | 9520 |
| Koshesha to Cairo | 81 | 1030 | 5360 | 6380 | 7810 | 8640 | 9490 |
| Assuân to Cairo | 898 | 910 | 4930 | 5890 | 7080 | 7830 | 8690 |
| Locality. | Length in kilo- metres. |
CONTENTS IN MILLIONS OF CUBIC METRES |
CONTENTS IN MILLIONS OF CUBIC METRES |
||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Below zero. |
From zero to 6.0 |
From 6.0 to 7.0 |
7.0 to 8.0 |
8.0 to 8.5 |
8.5 to 9.0 |
Below zero. |
Below 6.0 |
Below 7.0 |
Below 8.0 |
Below 8.5 |
Below 9.0 |
||
| Assuân to Ramadi | 81 | 83 | 316 | 711 | 77 | 47 | 53 | 83 | 399 | 470 | 547 | 594 | 647 |
| Ramadi to Esna | 76 | 51 | 295 | 69 | 71 | 43 | 56 | 51 | 346 | 415 | 486 | 529 | 585 |
| Esna to Kena | 115 | 98 | 417 | 99 | 102 | 58 | 73 | 98 | 514 | 614 | 715 | 773 | 847 |
| Kena to Sohag | 128 | 154 | 592 | 139 | 148 | 83 | 119 | 154 | 745 | 885 | 1032 | 1125 | 1244 |
| Sohag to Assiout | 98 | 102 | 410 | 106 | 137 | 96 | 104 | 102 | 512 | 618 | 755 | 851 | 955 |
| Assiout to Minieh | 138 | 124 | 586 | 146 | 218 | 147 | 151 | 124 | 710 | 856 | 1074 | 1220 | 1371 |
| Minieh to Beni Suêf | 117 | 107 | 482 | 114 | 153 | 103 | 110 | 107 | 589 | 703 | 856 | 859 | 1069 |
| Beni Suêf to Kushesha | 34 | 23 | 149 | 35 | 49 | 29 | 29 | 23 | 171 | 207 | 256 | 285 | 314 |
| Kushesha to Cairo | 81 | 84 | 351 | 83 | 115 | 68 | 69 | 84 | 434 | 517 | 633 | 700 | 769 |
| Cairo to the Barrage | 28 | 34 | 96 | 29 | 41 | 22 | 22 | 34 | 130 | 159 | 200 | 222 | 244 |
| Assuân to Assiout | 528 | 487 | 2030 | 484 | 534 | 327 | 405 | 487 | 2517 | 3001 | 3535 | 3862 | 4267 |
| Assiout to Kushesha | 289 | 254 | 1217 | 295 | 420 | 278 | 291 | 254 | 1471 | 1766 | 2186 | 2464 | 2755 |
| Kushesha to Cairo | 81 | 84 | 351 | 83 | 115 | 68 | 69 | 84 | 435 | 518 | 633 | 701 | 770 |
| Assuân to Cairo | 898 | 825 | 3598 | 862 | 1069 | 673 | 765 | 825 | 4423 | 5285 | 6354 | 7027 | 7792 |
| From. | To. | Mean width of water surface | |||||
|---|---|---|---|---|---|---|---|
| 0 | 6·0 | 7·0 | 8·0 | 8·5 | 9·0 | ||
| Assuân | Ramadi | 400 | 840 | 880 | 1030 | 1270 | 1400 |
| Ramadi | Esna | 340 | 850 | 890 | 1030 | 1260 | 1620 |
| Esna | Kena | 350 | 820 | 850 | 940 | 1120 | 1400 |
| Kena | Sohag | 380 | 870 | 890 | 1000 | 1300 | 1560 |
| Sohag | Assiout | 400 | 1000 | 1170 | 1720 | 2080 | 2170 |
| Assiout | Minieh | 390 | 970 | 1180 | 1890 | 2060 | 2080 |
| Minieh | Beni Suêf | 490 | 960 | 1300 | 1550 | 1800 | 1840 |
| Beni Suêf | Kushesha | 500 | 1000 | 1390 | 1690 | 1720 | 1730 |
| Kushesha | Cairo | 450 | 960 | 1100 | 1570 | 1700 | 1700 |
| Cairo | Barrage | 440 | 940 | 1460 | 1840 | 1860 | 1890 |
| Assuân | Assiout | 370 | 880 | 940 | 1140 | 1410 | 1630 |
| Assiout | Kushesha | 460 | 980 | 1290 | 1710 | 1860 | 1880 |
| Kushesha | Cairo | 450 | 960 | 1100 | 1570 | 1700 | 1700 |
| Assuân | Cairo | 430 | 940 | 1110 | 1470 | 1660 | 1740 |
| Area of water surface in millions of square metres. | |||||||
| Assuân | Assiout | 200 | 470 | 500 | 600 | 740 | 860 |
| Assiout | Cairo | 130 | 280 | 370 | 490 | 540 | 540 |
| Assuân | Cairo | 400 | 840 | 1000 | 1320 | 1490 | 1560 |
| From. | To. | Distance in kilo- metres down the centre line of the flood. |
Distance in kilo- metres down the summer channel. |
Slope in flood. |
Slope in summer. |
|---|---|---|---|---|---|
| Assuân | Silsila | 70 | 72 | 1⁄11500 | 1⁄12600 |
| Silsila | Kasr-es-Saad | 250 | 258 | 1⁄14800 | 1⁄14800 |
| Kasr-es-Saad | Khazindaria | 150 | 159 | 1⁄12300 | 1⁄13400 |
| Khazindaria | Assiout | 60 | 63 | 1⁄11800 | 1⁄14500 |
| Assiout | Beni Mazâr | 180 | 196 | 1⁄11000 | 1⁄11800 |
| Beni Mazâr | Ashmant | 90 | 94 | 1⁄11000 | 1⁄11400 |
| Ashmant | Cairo | 100 | 106 | 1⁄11600 | 1⁄12300 |
| Cairo | Barrage | 23 | 25 | 1⁄10800 | 1⁄20000 |
| Assuân | Cairo | 900 | 948 | 1⁄12200 | 1⁄13000 |