Process of implementation of artificial beach of running water for recreation

Abstract

Implementation of an excavated artificial beach (1) of running water, using water (9) captured from an external water body (2), of any origin, which is treated by a flotation/decanting system (20), the water (6) of the excavated artificial beach (1) being returned to the external water body (2).

Claims

1. A process of implementation of artificial water beach current for recreation, intended for the implementation of an excavated artificial beach (1) running water for recreational use and using water captured (9) from an external water body (2) of any origin, which will be treated without need of filters and without need for recirculation of water (6) originating from the excavated artificial beach (1), characterized by excavating of the excavated artificial beach (1), with depositing of material removed from ground on shores and surroundings of the artificial excavated beach (1), configuring one or more hills (8) of land adjacent to the excavated artificial beach (1), coating the one or more hills (8) of land with natural sand (10), forming one or more dunes (11) of the natural sand (10), with waterproofing (14) of a bottom (13) of the excavated artificial beach (1), and under the aforementioned waterproofing (14), installing of metal tips or plastic tips (15), which are connected to pumps (52) for suction of water and gases from a water table (16), and placing a layer of natural sand over the waterproofing (14) of the bottom (13) of the excavated artificial beach (1) filled with raw water captured (9) from the external water body (2), and capturing the raw water from the external water body (2), before filling the excavated artificial beach (1) being launched in an input continuous and flexible linear treatment channel (3) by at least one of flotation system and decanting (20), the continuous and flexible linear treatment channel (3) having a longitudinal septum (4), which divides the continuous and flexible linear treatment channel (3) in parallel subchannels (24), and the raw water captured (9) from the external water body (2) after at least one of treatment flotation and decanting (20) and disinfection (26), being launched in the excavated artificial beach (1), with permanent disinfection of the excavated artificial beach (1) being provided, by means of injections of water or air with chlorine, through bottom aerators (27), in various bottom (13) points waterproofed (14) and covered with natural sand (10) and through injectors (50), installed at various points in an edge (29) of the excavated artificial beach (1), and a floating scraper system (32) being installed upstream of an exit (30) point from the excavated artificial beach (1) and a wheel of floating and stationary dredging (31), for dredging resuspended pollution existing on a surface of artificial beach water, and at the exit (30) point from the excavated artificial beach (1) and after the wheel of floating and stationary dredging (31), a cistern (33) is installed for retention of sand carried from the excavated artificial beach (1) and for evaporation of residual chlorine, and water (6) from the excavated artificial beach (1), after passing through the cistern (33), is returned (7) to the external water body (2) of origin.

2. The process of implementation of artificial water beach recreational chain according to claim 1, characterized by adding artificial sand plastic or phosphorescent resin (5), together with the layer of natural sand (10), around the excavated artificial beach (1), in the dunes (11) and on the waterproofing (14) of the bottom (13) of the excavated artificial beach (1).

3. The process of implementation of artificial water beach recreational chain according to claim 1, characterized by the raw water captured (9) at the external water body (2), being launched into an inlet channel, treated through the continuous and flexible linear treatment channel (3) flotation or decanting (20), capturing the raw water from the external water body (2), where the captured raw water (9) passes through a grid (65) garbage retention, followed by a sand retention box and silts (66), both installed upstream of the continuous and flexible linear treatment channel (3) by flotation or decanting, and the captured water (9), follows the continuous and flexible linear treatment channel (3), where the treatment is received with coagulation (17) and flocculation (18), with mixture of coagulant (22) and flocculant (23) through aeration (19) and microaeration (68), with concentrated oxygen, and the aeration (19) and microaeration (68) are performed through a device zeolite membrane concentrator, followed by flotation or decanting (20), removal of flotation sludge or decanted sludge for a sludge deposit (67), disinfection (26) of treated water and passage of the water already treated and disinfected to the excavated artificial beach (1).

4. The process of implementation of artificial water beach recreational chain according to claim 3, characterized by installation, in the continuous and flexible linear treatment channel (3), of at least one septum (4), laid down centrally or decentralised in accordance with in relation to the continuous and flexible linear treatment channel (3), and the at least one septum (4) is mounted along an internal area of the continuous and flexible linear treatment channel (3), in order to make up the parallel subchannels (24), the parallel sub-channels (24) being at least two parallel linear subchannels that can be used individually.

5. The process of implementation of artificial water beach recreational chain according to claim 4, characterized by installation, at an entrance of each parallel subchannel (24), of independent floodgates (25), for individualized flow control and individual use of each parallel subchannel (24).

6. The process of implementation of artificial water beach recreational chain according to claim 1, characterized by the disinfection of the water (6) of the excavated artificial beach (1) being upgraded by means of chlorine water and air injections, through aerators of (27) at various points in the bottom (13) of the excavated artificial beach (1), promoting oxidation, resuspension and flotation of the decanted dirt inside the excavated artificial beach (1).

7. The process of implementation of artificial water beach recreational chain according to claim 1, characterized by the disinfection of the water (6) from the excavated artificial beach (1) to be complemented by injection, through injectors (50) of jets of water and air with chlorine, at various points along an edge (29) of the excavated artificial beach (1), providing oxidation of pollutants and targeting of resuspended pollution on the surface of the water (6) from the excavated artificial beach (1) to the exit (30) point of the excavated artificial beach (1).

8. The process of implementation of artificial water beach recreational chain according to claim 1, characterized by the water being used for a permanent disinfection system, through analysing (27) and by injection, by means of edge injectors (50), (29), water and air jets, being captured (51) downstream of the continuous and flexible linear treatment channel (3) by flotation or decanting (20) and upstream of the excavated artificial beach (1).

9. The process of implementation of artificial water beach recreational chain according to claim 1, characterized by resuspended pollution existing on the surface of water (6) of the excavated artificial beach (1), being directed to the exit (30) point of the excavated artificial beach (1), through the existing (50) water and air injectors along the edge (29) of the aforementioned excavated artificial beach (1), being that the resuspended pollution, existing on the surface of water (6) excavated artificial beach (1), is captured through the wheel of floating and stationary dredging (31), installed in a vicinity of the exit (30) point of the excavated artificial beach (1).

10. The process of implementation of artificial beach of running water for recreation according to claim 1, characterized by installation of a floating scraper system (32), before the wheel of floating and stationary dredging (31), to assist in directing resuspended pollution existing in the surface of water (6) from the excavated artificial beach (1), to the wheel of floating and stationary dredging (31), which is installed in the a vicinity of the exit (30) point of the excavated artificial beach (1).

11. The process of implementation of artificial beach of running water for recreation according to claim 1, characterized by tinstallation of a cistern (33), at the exit (30) point of the excavated artificial beach (1) and after the wheel of floating and stationary dredging (31), for retention of sand from the excavated artificial beach (1) and providing evaporation of existing residual chlorine in the water (6) of the excavated artificial beach (1).

12. The process of implementation of artificial beach of running water for recreation according to claim 1, characterized by water (6) from the excavated artificial beach (1), after passage through a cistern (33), being returned to the external water body (2), devoid of chlorine, sand or suspended solids.

13. The process of implementation of artificial beach of running water for recreation according to claim 1, characterized by, in an entrance of the excavated artificial beach (1), installing of a small lake (39), and the waterproofing (14) of the bottom (13) of the small lake (39), and adding the waterproofing and the natural sand (10), together with sand plastic, or phosphorescent resin (5), and capturing the water (41) used in the small lake (39) at the continuous and flexible linear treatment channel (3) by the flotation or decanting system (20), after treatment and disinfection (26), with permanent disinfection of water being provided for (41) the small lake (39), by means of water and air injections with chlorine, through the bottom aerators (55) at the various points in the bottom (13) waterproofed (14) and covered with the natural sand (10) and through the injectors (56), installed at the various points throughout the edge (57) of the small lake (39), and in a vicinity of the exit point (58) of the small lake (39), a floating scraper system (44) and a floating and stationary dredging wheel (43) are installed, for dredging pollution resuspended on the surface of the water (41) of the small lake (39), and at the exit point (58) from the small lake (39) and after the floating and stationary dredging wheel (43) a cistern (42) is provided and water (41) originates in the small lake (39) after passing through the cistern (42), is transported (60) and discharged directly into the cistern (33) at the exit (30) of the excavated artificial beach (1), not mixing with treated water for filling (38) the excavated artificial beach (1).

14. The process of implementation of artificial beach of running water for recreation according to claim 13, characterised by installing, under the waterproofing (14) with a vinyl or plastic blanket, to both the excavated artificial beach (1) and the small lake (39) of a system of metal tips or plastic tips (15), which are connected to the pumps (52) for suction of water and gases, providing a lowering of the water table (16), so as to ensure that there are no deformations and damage to the waterproofing (14) bottom (13), depending on neutral pressure of the water table (16), water from the water table (16), captured by the system of metal tips or plastic tips (15), being transported (40) to a vicinity of the continuous and flexible linear treatment channel (3), mixing water from the external water body (2), to treatment and use for filling the excavated artificial beach (1) and the small lake (39).

15. The process of implementation of artificial beach of running water for recreation according to the claim 13, characterized by resuspended pollution, existing in the water (6) of the excavated artificial beach (1) and removed by the wheel of floating and stationary dredging (31), and the resuspended pollution, existing in water (41), of the small lake (39), removed by the floating and stationary dredging wheel (43), being transported (34) to a sludge deposit (67) from the continuous and flexible linear treatment channel (3), for removal.

Description

DESCRIPTION OF FIGURES

(1) To complement this description, in order to gain a better understanding of the characteristics of the present case and in accordance with a preferential practical implementation of it, the description is accompanied by a set of drawings, where, in an exemplified manner, though not limited, if it represented the following:

(2) FIG. 1 shows an aerial view of the whole set;

(3) FIG. 2 shows an aerial view of the assembly with the input and water outlet;

(4) FIG. 3 shows an aerial view of the assembly with the suction of the water or gases from the water table;

(5) FIG. 4 shows an aerial view of the set with the aeters background;

(6) FIG. 5 shows an aerial view of the set with the scrapers slomy and slot piping;

(7) FIG. 6 shows a side cut of the lake, including the water table suction;

(8) FIG. 7 shows the installation of the suction tip under the lake;

(9) FIG. 8 shows the bottom aerators, providing “hydromassage” and resuspension of the bottom dirt, the collection of clove and the lake water extravasor;

(10) FIG. 9 shows the continuous, linear and flexible channel of treatment of water that feeds the lake.

DETAILED DESCRIPTION OF THE OBJECT

(11) As illustrated by the listed above is provided for in this patent application for invention, a “BEACH IMPLANTATION PROCESS ARTIFICIAL RUNNING WATER FOR RECREATION”, more precisely, it is a process of implementing an excavated artificial beach (1) for recreational use and using water captured (9) from an external water body (2), treated in a linear, continuous and flexible treatment channel (3) by flotation/decanting (20), equipped with an internal longitudinal septum (4), for the division of that linear, continuous and flexible treatment channel (3), with permanent disinfection system, without the use of filters, without the use of suction and/or suction devices at the bottom and excavated artificial beach (1) surface, without the need to recirculation of the water from the lake, and the water (6) from the artificial beach returns (7) to the external water body (2), from where it was captured (9), with the possibility of using water from any source, including polluted, and the water used on that excavated artificial beach (1) is constantly returned to the external water body (2) origin, in a better condition than was captured (9).

(12) Excavation of the excavated artificial beach (1) is planned in desired shape, depth and size, and the material removed from the ground is deposited on the shores and surroundings of that excavated artificial beach (1), configuring one or more hills (8) adjacent to the excavated artificial beach (1), and such hills (8) are coated with natural sand (10), forming one or more dunes (11) of sand, similar to the existing dunes in of the Brazilian coast.

(13) On these dunes (11) covered with natural sand (10), it is installation of leisure equipment (12), such as, slides, waterfalls, zip line, lookouts, descent ramps, etc, which adds attractions to the site.

(14) The bottom (13) of the excavated artificial beach (1) excavated is waterproofed (14) with the use of vinyl or plastic blanket.

(15) Under the waterproofing (14) with vinyl blanket or the installation of a system of metal tips is provided for, which are connected to pumps (52) for suction of water and gases, providing a lowering of the water table (16), to ensure that there are no deformations and damage to waterproofing (14) with a vinyl or plastic blanket, depending on the neutral pressure of the water table (16).

(16) Water from the water table (16), captured by the metal tips or plastic tips (15), is transported (40) up stream of the linear, continuous and flexible treatment channel (3), mixing the water from the external water body (2), for treatment and use for filling the excavated artificial beach (1).

(17) Over this waterproofing (14) with vinyl blanket or plastic of the bottom (13) of the excavated artificial beach (1) is expected to placement of a layer of natural sand (10), identical to that deposited on the hills (8) of dune-forming land (11), which will the bottom (13) and the beach itself, throughout the area of the excavated artificial beach (1), in addition to providing configuration landscape similar to a natural paradisiacal beach.

(18) As a constructive alternative, it can be added to the sand (10), a portion of plastic artificial sand or resin phosphorescent (5), which absorb the day photons and emit these photons at night, without the use of electricity, causing the effect of lighting and brightness similar to what occurs on natural beaches, with the presence of a kind of phytoplankton which, when agitated by the streams, emit shimmering light, which at night shines in the sand and in the waters.

(19) For filling (38) of excavated artificial beach (1) and small lake (39), the capture (9) of a crude water of a external water body (2), of any nature (river, sea, bay, lagoon, reservoir, etc.), including polluted water, which is treated through linear, continuous and flexible treatment channel (3) by flotation and/or where the captured water (9) passes through a grid (65) of retention, followed by a sand and silts retention box (66), both installed upstream of the linear treatment channel, flexible (3) by flotation and/or decanting, and the grid (65) waste retention retains floating and submerged solid waste and the sand and silt sand retention box (66) retains the sand and silts contained in the flow of the captured water (9), and the said captured water (9), follows the linear, continuous and flexible treatment channel (3) by flotation and/or decanting, for treatment with the steps of coagulation (17) and flocculation (18), with a mixture of coagulant (22) and flocculant (23), through aeration (19) and microaeration (68) with concentrated oxygen, and these aeration (19) and microaeration (68) are performed through membrane concentrator device zeolite, as the oxidation of organic matter facilitates the treatment and generates economy in operation, followed by flotation or decanting (20), removal of flotation sludge or decanted sludge to the sludge deposit (67), disinfection (26) and passage of water already treated and disinfected to the excavated artificial beach (1).

(20) In the above mentioned the linear, continuous and flexible treatment channel (3) is installation of at least one internal longitudinal septum (4), centrally or decentralised in relation to the channel linear, continuous and flexible treatment (3), and this longitudinal septum (4) is mounted along the internal area of the said continuous, linear and flexible channel (3), in order to make up at least two parallel linear subchannels (24), allowing those parallel linear subchannels (24) are used for actuations such as a parallel subchannel (24) operating with the flotation (20) and the other parallel subchannel (24) operate with flotation (20), or a parallel subchannel (24) remain closed and the other parallel subchannel (24) remain operating, both by flotation (20), decanting (20), depending on the required flow rate, depending on the number of regulars on the excavated artificial beach (1), allowing even more refinement in the choice of processes, ensuring even more economy and for possible maintenance in the channel and in the systems that are part of the treatment.

(21) At the entrance of each of the parallel subchannels (24) the installation of independent floodgates (25), for control individualized flow rate and individual use of each subchannel parallel (24).

(22) The said division of the linear, continuous and flexible (3) by flotation and decanting (20) into two subchannels parallel (24) by the internal longitudinal septum (4), allows the use of a parallel subchannel (24) for water treatment, while the other parallel subchannel (24) does not operate, saving energy from equipment, so that they do not operate in an idle manner, as in situations of low flow of treatment, due to the amount of regulars of the said excavated artificial beach (1) and for any maintenance in the channel and in the systems that are part of the treatment.

(23) The flotation sludge, formed by the treatment of water by the canal continuous and flexible treatment (3) by flotation and/or decanting, is removed from the linear, continuous and flexible treatment channel (3), by the wheel dredging (35), aided by a surface scraper (36), and is released in the sludge deposit (67) and can be recycled and reused in the most diverse activities.

(24) Sludge decanted at the bottom of the flexible linear treatment channel (3), by flotation and/or decanting, is removed from the background of that linear, continuous and flexible treatment channel (3) by a suction system (37), being launched into the sludge deposit (67), can be recycled and reused in the most diverse activities.

(25) At the output of the linear, continuous and flexible treatment channel (3), the treated water goes through a disinfection process (26), supplying the lake of the excavated artificial beach (1) and the small lake (39).

(26) Permanent disinfection of water (6) from excavated artificial beach (1) is promoted by means of background aerators (27), which promotes injections water and air with sodium hypochlorite at various points in the bottom (13) sandy beach of the excavated artificial beach (1), promoting oxidation, resuspension and flotation of the dirt eventually decanted within the excavated artificial beach (1), this dirt, coming from bathers and around the excavated artificial beach (1) itself.

(27) The water and air injection system by bottom aerators (27) from points at the bottom (13) of the excavated artificial beach (1), also provides an attraction to the user of the excavated artificial beach (1), such as hydromassage jets (28) and/or generates the “nascent” effect, as is found naturally in boiling, where, at the bottom of sand, “natural water springs”.

(28) Permanent disinfection of excavated artificial beach (1) water (6) is complemented by injection by injectors (50) of water and air jets with sodium hypochlorite, at various points in the edge (29) of the excavated artificial beach (1), for the oxidation of any pollutants and targeting this resuspended pollution to the exit (30) of excavated artificial beach (1). These side jets, launched by the injectors (50), also have a recreational function, as they function as hydromassage (28) to bathers.

(29) The water used for the permanent disinfection system is (51) downstream of the linear, flexible and continuous treatment channel (3) by flotation and/or decanting and upstream of the excavated artificial beach (1) water, which dispenses with the use of clean water from an external source, generating more savings in the system and not interfering with water (6) quality of the excavated artificial beach (1), to be used by bathers.

(30) Resuspended pollution on the surface of water (6) of the excavated artificial beach (1) is directed to the exit (30) of the excavated artificial beach (1), through water and air injectors (50), existing at the edge of the (29) of the excavated artificial beach (1), and this pollution suspended, is captured through a wheel of floating and stationary dredging (31), installed at the exit (30) of the excavated artificial excavated beach (1), preventing these resuspended pollutants from returning to the body external water (2).

(31) To assist in directing this resuspended pollution until the exit (30) of the excavated artificial beach (1) a system is provided for floating surface scraper (32), which can be triggered manually or through electric winches, for scraping and rapid and effective targeting of this existing pollution on the surface from the water (6) from the excavated artificial beach (1), to the dredging wheel floating and stationary (31).

(32) Still at the exit (30) of the excavated artificial beach (1) and after the wheel floating and stationary dredging (31), the installation of cistern (33) for sand retention and evaporation of hypochlorite sodium sodium, cistern (33) is also endorsed with aerators of (45) so as not to lose sand and to provide the evaporation of residual sodium hypochlorite, so that the water to be returned (7) to the external water body (2), does not contain hypochlorite sodium and may harm your biota.

(33) Resuspended pollution removed by wheel of floating and stationary dredging (31), at the exit (30), of the excavated artificial beach (1), is transported by pipe (34), to the sludge deposit (67), the continuous and flexible treatment channel (3), for its removal and reuse in various activities.

(34) For the convenience of users, it is planned to install a small lake (39) at the entrance of the excavated artificial beach (1), with foot washer and shower system, with disinfection system permanent by injecting water and air jets with hypochlorite of through bottom aerators (55), and through injectors (56), installed at several points on the edge (57) of the small lake (39), providing permanent disinfection of water (41) and removal dirt that may impair the quality of water (41), the small lake (39), and the water (41) used in the in this small lake (39), after passing through the cistern (42), it is transported (60) and disposed of directly in the existing cistern (33) at the exit (30) of the excavated artificial beach (1), not mixing with the treated water for filling (38) the excavated artificial beach (1).

(35) In the small lake (39), also installed wheel of floating and stationary dredging (43), which removes suspended pollution (41), being aided by a surface scraper (44).

(36) Resuspended pollution removed by floating and stationary dredging wheel (43), at exit (58), of the small lake (39), is transported by pipe (34), to the sludge deposit (67), the linear, continuous and flexible treatment channel (3), for its removal and reuse in various activities.

(37) In the same way as on the excavated artificial beach (1), under the small lake (39) the installation of a small system is envisaged metal tips or plastic tips (15), which are connected to the pumps (52) for suction of water and gases, providing a lowering of the water from the water table (16), and the water of the water table (16), captured by the system of metal tips or plastic tips (15), it is transported (40) to the entrance of the linear treatment channel, continuous and flexible (3), mixing the water from the body (2), for treatment and use for filling the excavated artificial beach (1) and small lake (39).

(38) Within the basic construction described above, it is pleaded that the this process of implantation of an excavated artificial beach (1) running water for recreational and contemplative use, using water (9) from an external water body (2), treated in a water channel linear, continuous and flexible treatment (3) by flotoation/decanting (20), without the use of filters, without the need for water recirculation, without the use of suction and/or suction devices at the bottom or on the surface of the excavated artificial beach (1), and the said water (6) of excavated artificial beach (1) and water (41) of small lake (39), return (7) to the external water body (2), from where it was (9), with the possibility of using water from any other origin and nature, including polluted, and the water used in the excavated artificial beach (1) is constantly returned (7) to the external water body (2), in better condition than was captured (9), subject to this patent, may be modified by the subject of the construction, sizing, materials, functional configurations, procedure stages and parameters, without escaping the scope of patent protection.