THE DEHUMIDIFICATION PROJECT | |||||||||
Project operations | |||||||||
Roofs and guttering The system of gutters and drain pipes that remove water from the roofs of the building around the cloister has been completely redesigned in the project so as to reduce drastically the volume of water that flows into the cloister. The water is routed towards other parts of the monastery building. Figure 1 shows the plan of the roofing of the whole complex with the present layout of the rain water drainage system. Figure 2 shows the new layout as planned in the project. The roofs and drain pipes have been given numbers. The drainage areas for the various drain pipes have been highlighted. The plan to modify the rain water drainage system means that some of the piping will have to be routed through the under roof areas in order to carry the water to the opposite side of the perimeter building fabric, instead of flowing into the cloister. The four roofs covering the corridors will drain directly onto the perimeter paths, which will have a specially designed drainage system (see point two of the project). This will make it possible to eliminate the present system of drain pipes and joints that disfigure the internal walls of the cloister. Under conditions of maximum heavy rainfall, the rain water from this roof area, measuring 220 sq. m., will cause a flow of 0.1 liters/second per linear metro of roof slope (equivalent to half a glass of water for every metro of roof slope) which can easily be handled by the perimeter drains. The outlets from the wash basins, which at present flow into the south-east and north-west drain pipes in the cloister, will be re-routed to flow into the drainage system used by the wash basins on the other sides of the building. For a clearer understanding of the project, the table below shows the figures for the surfaces of the various roofs, the capacity in liters per second of the roofs, the new guttering, the drain pipes and piping that passes under the roofs around the cloister (the figures and abbreviations are given on the plans). |
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Roofs N | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8,9 | 10 | 11 | 12 | 13 | 14,15,16,17 | 18 | 19 | 20 | 21 |
Mq | 25 | 64 | 64 | 18 | 18 | 88 | 35 | 100 | 60 | 26 | 24 | 36 | 217 | 25 | 23 | 24 | 45 |
L/s | 0,8 | 1,8 | 1,8 | 0,6 | 0,6 | 2,7 | 1,2 | 3,3 | 2 | 0,8 | 0,8 | 1,2 | 7,2 | 0,8 | 0,7 | 0,8 | 1,5 |
In calculating the capacity, we considered the maximum flow in twenty minutes which is 40 mm. in Rome, corresponding to 0.03 liters per second for each square metro. In carrying out the project, it will be necessary to modify the guttering and drain pipes; all the damaged or broken pieces will substituted with new copper sections. The following list shows all the actions to be taken for each drain pipe, numbered as in figure 2. D1 will continue to drain onto roof pitch F8, but will receive water only from the part of the roofing of the apse F1 through guttering. D2 will have to be substituted and connected to the sewer in Via dei Querceti, Ø 200. D3 no alteration. D4 will have to be substituted by one with Ø 160. D5 new, connected to the gutter which drains into D6, Ø 100. D6 new, connected to the sewer in Via dei Ss. Quattro, Ø 200. D7 new, connected to the gutter that drains into D6, Ø 100. D8 eliminated. D9 eliminated. D10 will have to be moved; it receives water from part of the roofing of the transept, which contributes to the flow carried away by D4. |
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Internal area of cloisterAs specified, with regard to the uncovered area of the cloister, once the wash basins and the roof gutters have been removed, it will only be necessary to drain the rain water that falls on the uncovered area, on the four remaining roofs and the waste water from the fountain. The uncovered area of the cloister has been restructured so as to allow transpiration in the underlying terrain, the conveyance of rain water and water from gardening tasks, and finally transpiration in the base walls of the coupled columns through the construction of a perimeter drainage system that performs the dual function of collecting the water from the overhanging eaves and ventilating the foundation walls and garden soil. The following operations are foreseen (see the project plan):
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Adjoining areasThe objective is to increase the transpiration of the perimeter walls of the cloister (both at foundation level and higher up), in order to limit the rising damp to a level that no longer threatens the structures above ground. The following operations are foreseen:
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