Conclusions and Recommendations
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ScribdTranslationsConclusions and Recommendations
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ScribdTranslationsCHAPTER IX: CONCLUSIONS AND RECOMMENDATIONS
1. The solution to the posed problem is the arrangement of a System of
Gutters for the transport of rainwater, arranged throughout the entire
streets, which will be evacuated to the storm drainage system
through concrete drainages via connections with PAD pipes
that go directly to the inspection mailboxes and will be transported by
through PVC and PAD pipes, as appropriate, to the point of
final drainage.
The storm drainage system of the City of Túcume has been proposed in
2 subsystems or sectors: sector 1 will evacuate the waters coming from
the northern and central area of the city, including the young town of Federico
Villareal, sector 2 will evacuate the waters coming from the southern area of the
city, including the main square. It is worth mentioning that the solution
framed is the most suitable considering the particularities of the
city under study, the hydraulic calculations and strictly adhering to the
established in the standard OS.060.
2. The final disposal of rainwater will be towards the projected drainage,
which will join with the drain 1200-1, located to the west of the City of
Mochumí. The final disposal of rainwater will be through
structures called discharge headers will be made directly towards
the mentioned drain.
3. The elements that make up the proposed stormwater drainage system are
designed for a return period of 10 years, as it is the period
maximum established by the standard for its design.
The present project will guarantee the total drainage of rainwater.
from the study area, taking the parameters as the baseline
hydrological methods used in the design.
5. The evacuation of water allows:
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Avoid water stagnation in low areas and therefore
proliferation of skin diseases.
Avoid the collapse of collectors not designed for drainage
superficial.
6. From the Study "IMPROVEMENT OF THE STORM DRAINAGE SYSTEM OF
THE STREETS OF JERUSALEM BETWEEN 28 DE JULIO STREET AND THE
SANTA ROSA GATE OF THE SAN MIGUEL ANNEX OF THE DISTRICT
OF IGNACION ESCUDERO, PROVINCE OF SULLANA-PIURA
they extracted the pluviographic records that belong to the Station of
Miraflores, located in the city of Piura, in order to extract patterns from
precipitation, common in storms, for this we apply Gumbel and
Nash in the different Intensity lists, separated by their duration,
in order to obtain maximum intensities for different periods of
return and thus be able to obtain duration coefficients for the project.
The areas to be drained were obtained from the Topographic and Urban Layout Plan.
elaborated by the authors of this study, which was considered the
urban center basin delimited to the North by the canal 'El Pavo',
to the South by the irrigation ditch entering the city, to the East and West by the
existing and projected housing in the City.
8. The design hydraulic considered 100% of the contributing areas.
basin, these areas include surfaces of vehicular and pedestrian pathways,
roofs of houses, parks, gardens, among others, distributed as follows
shown in the plans HG-01, HG-02 (Contribution Area Plan)
9. To obtain the hydraulic characteristics of the ditches, a analysis was conducted.
filtering of elements, which started with the selection of ditches
triangular shapes formed with the same tread surface
(asphalt) with a section of 0.50m x 0.05m, then work proceeded.
concrete gutters starting from 0.50m x 0.05m increasing in size
the foundation until achieving a relationship that does not exceed the dimension of the roadway
divided by 8.5, those that did not comply with the ditch design
triangular, it was decided to design rectangular ditches of 0.50m,
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0.60m, 0.70m wide and a height of 0.05m to avoid the use of grilles and
increase the cost of the project; finally, if they did not meet the conditions
previously described, the design of rectangular ditches was carried out
whose maximum dimension was 0.25m x 0.30m.
10. The slope of the ditches strictly adhered to the slope of the
pavement.
11. The drainage connection will be made with a 200 mm PAD pipe with a
minimum slope of 2%, which will directly lead to the
mailboxes.
12. The plumbing of the sewer system is made of PAD material (Polyethylene)
of High Density) for pipes less than 800mm, for diameters above
For 800mm, corrugated PVC pipes will be used up to a diameter.
maximum of 45".
With the measurements, the Cost Analysis and Budget was carried out.
of the project, first we mention as a reference the cost that
would have to pave the road surfaces of the entire city with which
the system will work correctly: S/. 8,067,530.79; the cost for the
The storm drainage system costs S/. 5,906,694.93.
14. The improvement of the urban appearance and public health will be achieved
only if the population makes good use of these services, which is why
an aggressive health education campaign should be carried out using
all available social media.
15. It is suggested to clean the gutters before the months of
November - April, due to the strong rains that occur.
this time of year, so as not to obstruct the path of
water and undermine the function for which they were designed.
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