[11] Blue Nile water flowing up the White Nile and decreasing the normal discharge.
Appendix H
Table XXV.—Minimum and Maximum Discharges of the Nile and its tributaries in 1902 and 1903.
| 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 | |
Appendix I.
Table XXVI.—Table of mean monthly Discharges at Khartoum, Assuân and Cairo, for the maximum, minimum and mean years.
| 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.
Appendix J.
DISCHARGE TABLES OF THE DIFFERENT GAUGES OF THE NILE AND ITS TRIBUTAIRIES.
Table XXVII.—Discharges table of the Victoria Nile at the Ripon Falls.
| 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 |
Table XXVIII.—Discharge table of the Albert Nile at Wadelaï.
| 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 | .. | .. |
Table XXIX.—Discharge Table of the Albert Nile at the Gondokoro gauge.
| 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 |
Table XXX.—Discharge table of the Albert Nile at the Mongalla gauge, 32 kilometres north of Gondokoro.
| 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 | .. | .. |
Table XXXI.—Discharge table of the Sobat river at Dulaib Hilla.
| 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.
Table XXXII.—Discharge Table of the White Nile at Tewfikieh downstream of Sobat junction referred to Tewfikia Gauge.
| 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 |
Table XXXIII.—Discharge Table of the White Nile at Duem in Winter and Summer when the Blue Nile is low.
| 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.
Table XXXIV.—Discharge table of the Blue Nile at Wad Medani.
| 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.
Table XXXV.—Discharge Table of the Blue Nile at the Khartoum Gauge.
| 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.
Table XXXVI.—Discharge Table of the Atbara river referred to the Khasm el Girba Gauge.
| 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 |
Table XXXVII.—Discharge table for the Assuân, Assiut and Cairo Gauges.
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 |
Table XXXVIII.
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 |
Table XXXIX.—Discharge of the Rosetta Branch of the Nile referred to the Delta Barrage north of Cairo.
| 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.
Table XL.—Discharge of the Damietta Branch of the Nile referred to the Delta Barrage north of Cairo.
| 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.
Appendix K.
TABLES GIVING DETAILED INFORMATION ABOUT THE NILE BETWEEN ASSUÂN AND CAIRO.
Table XLI.—Date of Heights of Minimum gauges in summer and Maximum gauges in flood at Assuan.
| 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.
Table XLII.—Table giving areas of cross sections of the Nile, from Assuân to Cairo.
| 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 |
Table XLIII.—Table of the cubic contents of the trough of the Nile from Assuân to Cairo in millions of cubic metres.
| 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 |
Table XLIV.—Widths of water surface from Assuân to Cairo.
| 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 |
Table XLV.—Slope of water surface in the Nile. Assuân to Cairo.
| 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 |