Cyclone and Storm Surge - Iczmpwb.org
Cyclone and Storm Surge - Iczmpwb.org Cyclone and Storm Surge - Iczmpwb.org
3.8 larger volume of sewage and drainage from the north. The next important scheme "The Bidyadhari Outfall Scheme" was drawn up by Hughes and Kimber in 1894, received administrative approval in 1897 (January 11) and executive sanction in 1900 (June 18). The scheme which became operational in 1903 incorporated the establishment of Ballyganj pumping station and augmentation of the existing Palmer's Bridge pumping station and included the following: • High level sewers from the pumping stations to point "A" at Topsia further cast. • Excavation of Town and Suburban storm water reservoirs leading to Central lake channel at Bantola, protected by three sets of Stoney's gates - two for the Town system and one for the Suburban system. 3.6. Development of the Calcutta Sewage and Storm Water Disposal Committee and the Calcutta Improvement Trust Even when Kolkata lost its preeminence as the capital of the British Raj in India in 1912, its expansion continued, as it still remained the most important center of economic and cultural activities in the country. Barring the period during which the World War I was raging (1914-18), a systematic approach for the improvement of drainage in greater Kolkata including Manicktola, Cossipur, Chitpore and adjoining areas was initiated by the newly formed "Calcutta Sewage and Storm Water Disposal Committee" (1922) and the Conference of Enginners convened by the Calcutta Improvement Trust (1911) in 1924. The emerging recommendations inter-alia included formation of a Main Drainage Board responsible for dealing with the problem of the disposal of the sewage and surface water in Kolkata and its suburbs, greatest possible use of the existing storm water overflows to the Hooghly river, Tolly's Nullah and other adjoining waterways and establishment of new storm water overflows as necessary. 3.7. Rivers and channels in and around Kolkata Kolkata is located in the lower part of the Bengal Delta and is naturally traversed by a number of interlaced distributaries emanating from the apex of the delta. Due to Kolkata's nearness to the sea face, most of these rivers and channels are tidal in nature. As the velocity of tide entering the mouth of a tidal river is high and as there is a vast reservoir of unconsolidated sediment in suspension along the sea face, the tide as it flows up these rivers is highly charged with sediment. Duration of ebb tide in a tidal river is much longer than the duration of the flow tide. As the same volume of water must
3.9 ebb out as that flowed in, it follows that the average velocity of ebb is less than that of flow. Now the sediment carrying capacity of flow is a direct function of velocity. Hence it follows that the ebb tide is generally unable to carry back fully the sediment which has been carried up the tidal river during flow tide. Consequently sediment will get deposited on the channel bed. Even a slight deposition of sediment will go on accumulating, since the tides occur twice a day, throughout the year without a break. As a result, the channel bed will begin to rise and its carrying capacity will deteriorate. The deterioration will impede the propagation of tidal wave which would cause further deterioration and the vicious circle would continue till the channel is completely dead. To maintain the life of a tidal channel it is necessary to provide additional supply of water not saturated with sediment, which has reserve capacity to pick up more sediment, to supplement the tidal flow during the ebb so as to scour out fully that has entered the channel during the flow tide. This can be done by (1) supply of upland water, (2) local drainage or (3) throwing open additional spill areas. After the shifting of the main flow of the Ganga from the Bhagirathi to the Padma, upland supply of sediment free flow got severely reduced to the Bhagirathi and the other distributaries of the vicinity. The reduction was so severe that before Farakka Barrage diverted some flow into it, the Bhagirathy remained completely cut off from the Ganga for full nine months in a year. The second option is there; but local drainage is small in volume and seasonal in nature and so of very little consequence. And it is very difficult to implement the third option. Anthropogenic interventions like erection of marginal embankments for premature land reclamation and erection of fisheries and brick fields have actually drastically reduced natural spill areas. Hence, it is extremely important to monitor the condition of these tidal channels in and around Kolkata and to ensure their sustenance. 3.8. Deteriorating state of health of river Bidyadhari The recommendations (1924) of the Calcutta Improvement Trust were made with the supposition that the Bidyadhari river was capable of carrying off the entire volume of sewage and drainage effluent from the city. But unfortunatery; the river by this time had already shown signs of distrees. When the Central Lake Channel of the Bidyadhari river was selected as the city's outfall, the river was in fine shape. It was 1500ft. wide and 60ft. deep at low water. Bidhyadhari used to get a considerable supply of upland water including a portion of the dry weather flow of the Ganga (Bhagirathy channel), which carried the major part of the flow of theGanga till the end of the 15th Century or early in the 16th Century. It also received the upland flow of the local channels like the Sunti, Nowi and Nona Gang. Even when the main flow of the Ganga was diverted, it seems probable that it still continued to
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3.8<br />
larger volume of sewage <strong>and</strong> drainage from the north. The next important scheme "The Bidyadhari<br />
Outfall Scheme" was drawn up by Hughes <strong>and</strong> Kimber in 1894, received administrative approval in<br />
1897 (January 11) <strong>and</strong> executive sanction in 1900 (June 18). The scheme which became operational<br />
in 1903 incorporated the establishment of Ballyganj pumping station <strong>and</strong> augmentation of the existing<br />
Palmer's Bridge pumping station <strong>and</strong> included the following:<br />
• High level sewers from the pumping stations to point "A" at Topsia further cast.<br />
• Excavation of Town <strong>and</strong> Suburban storm water reservoirs leading to Central lake channel at<br />
Bantola, protected by three sets of Stoney's gates - two for the Town system <strong>and</strong> one for the<br />
Suburban system.<br />
3.6. Development of the Calcutta Sewage <strong>and</strong> <strong>Storm</strong> Water Disposal Committee <strong>and</strong> the<br />
Calcutta Improvement Trust<br />
Even when Kolkata lost its preeminence as the capital of the British Raj in India in 1912, its<br />
expansion continued, as it still remained the most important center of economic <strong>and</strong> cultural activities<br />
in the country. Barring the period during which the World War I was raging (1914-18), a systematic<br />
approach for the improvement of drainage in greater Kolkata including Manicktola, Cossipur,<br />
Chitpore <strong>and</strong> adjoining areas was initiated by the newly formed "Calcutta Sewage <strong>and</strong> <strong>Storm</strong> Water<br />
Disposal Committee" (1922) <strong>and</strong> the Conference of Enginners convened by the Calcutta<br />
Improvement Trust (1911) in 1924. The emerging recommendations inter-alia included formation of a<br />
Main Drainage Board responsible for dealing with the problem of the disposal of the sewage <strong>and</strong><br />
surface water in Kolkata <strong>and</strong> its suburbs, greatest possible use of the existing storm water overflows<br />
to the Hooghly river, Tolly's Nullah <strong>and</strong> other adjoining waterways <strong>and</strong> establishment of new storm<br />
water overflows as necessary.<br />
3.7. Rivers <strong>and</strong> channels in <strong>and</strong> around Kolkata<br />
Kolkata is located in the lower part of the Bengal Delta <strong>and</strong> is naturally traversed by a number of<br />
interlaced distributaries emanating from the apex of the delta. Due to Kolkata's nearness to the sea<br />
face, most of these rivers <strong>and</strong> channels are tidal in nature. As the velocity of tide entering the mouth<br />
of a tidal river is high <strong>and</strong> as there is a vast reservoir of unconsolidated sediment in suspension along<br />
the sea face, the tide as it flows up these rivers is highly charged with sediment. Duration of ebb tide<br />
in a tidal river is much longer than the duration of the flow tide. As the same volume of water must