Abstract: A cover or components for cellphones or other digital devices featuring physical cryptography to forward and receive encrypted messages on a tamper-proof basis which uses physical encryption to send encrypted messages between two or more users, in which decoding of the forwarded message takes place by overlaying (30) on the cell phone device or digital device (1) a key image cover (20) matching the forwarded matrix image (10).

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).

Abstract: “VINASSE TREATMENT PROCESS BY FLOTATION IN FLOW”, more precisely, it is a vinasse treatment process, by high performance flowing flotation system in industrial plants' facilities, resulting in obtaining concentrated vinasse sludge and treated vinasse, being said process comprised by vinasse treatment, which consists of treatment steps performed inside flotation tank, which comprises succession of coagulation systems and basins, flocculation, combined with aeration and oxygenation, in addition to a system of nano and micro bubbles in flotation basin, in which vinasse naturally flows into its storage tank, being said process results in formation of surface sludge and treated vinasse.

Abstract: “PROCESS OF IMPLEMENTATION OF ARTIFICIAL WATER BEACH CURRENT FOR RECREATION”, intended for the implementation of a beach excavated artificial water (1) for recreational and contemplative use, using water captured (9) from an external water body (2), of any which will be treated by the flotation/decanting system (20), without the the need to use filters and without the need for recirculation of the (6) from the interior of the excavated artificial beach (1), and the water (6) the excavated artificial beach (1) is returned to the external water body (2) in better condition than the water that was captured (9).

Abstract: Process of sewage treatment in a continuous, linear and flexible channel, through a modified aerobic biological reactor system, or transformation of an existing anaerobic biological reactor into a modified aerobic biological reactor, coupled with a modified flexible flotation/decantation system, intended for the sewage treatment, to be carried out in a treatment plant, in a continuous, linear and flexible channel, using, as preliminary treatment, a garbage grid and a sandbox, to remove these debris, followed by a primary treatment, where the sewage receives the primary treatment inside an aerobic reactor—modified MBBR, or inside a pond aerated, facultative or anaerobic, transformed into an aerobic reactor—modified MBBR, or even inside an anaerobic reactor—UASB transformed into an aerobic reactor—modified MBBR, followed by a secondary treatment.

Abstract: Process of sewage treatment in a continuous, linear and flexible channel, through a modified aerobic biological reactor system, or transformation of an existing anaerobic biological reactor into a modified aerobic biological reactor, coupled with a modified flexible flotation/decantation system, intended for the sewage treatment, to be carried out in a treatment plant, in a continuous, linear and flexible channel, using, as preliminary treatment, a garbage grid and a sandbox, to remove these debris, followed by a primary treatment, where the sewage receives the primary treatment inside an aerobic reactor—modified MBBR, or inside a pond aerated, facultative or anaerobic, transformed into an aerobic reactor—modified MBBR, or even inside an anaerobic reactor—UASB transformed into an aerobic reactor—modified MBBR, followed by a secondary treatment.

Abstract: “COVERS OR COMPONENTS FOR CELL PHONES OR OTHER DIGITAL DEVICES FEATURING PHYSICAL CRYPTOGRAPHY TO FORWARD AND RECEIVE ENCRYPTED MESSAGES ON A TAMPER-PROOF BASIS”, more precisely, the present utility model addresses the use of physical cryptography for sending and receiving messages via cell phones or other digital devices (1), which allows messaging between two or more users, in a completely secure manner, without the possibility of message tampering or reading by third parties, since the decoding of the forwarded message takes place by overlaying (30) on the cell phone device or digital device (1) a key image cover (20) matching the forwarded matrix image (10).

Abstract: “VINASSE TREATMENT PROCESS BY FLOTATION IN FLOW”, more precisely, it is a vinasse treatment process, by high performance flowing flotation system in industrial plants' facilities, resulting in obtaining concentrated vinasse sludge and treated vinasse, being said process comprised by vinasse treatment, which consists of treatment steps performed inside flotation tank, which comprises succession of coagulation systems and basins, flocculation, combined with aeration and oxygenation, in addition to a system of nano and micro bubbles in flotation basin, in which vinasse naturally flows into its storage tank, being said process results in formation of surface sludge and treated vinasse.

Abstract: Constructive method and operational process for creation of artificial beaches, suitable for bathing, around plots of land, more precisely, constructive method and operational process for creation of artificial beaches, allowing implementation of watercourses forming isles and/or peninsulas, that contains lots of condominium and/or subdivision, with formation of artificial beaches in perimeter of lots composing condominium and/or subdivision, watercourses are appropriate for contemplation and bathing by condominium members and/or owners of subdivision.

Abstract: A construction method and operational process for the implementation of a condominium and/or subdivision with the creation of artificial beaches for bathing in the format of isles and/or peninsulas and/or bays and/or lakes and/or the like is disclosed. More precisely, the construction method for the implementation of a condominium and/or lot subdivision, includes blocks (Q) of lots (L) in the format of an isle (I) and/or peninsula (P), allowing the implementation of watercourses (1) forming said isles (I) and/or peninsulas (P), that contains the lots (L) of the condominium, with the formation of artificial beaches (2) in the perimeter of said lots (L) composing said subdivision. The watercourses (1) are appropriate for contemplation and bathing by the condominium members, including the possibility of creating waves or ripples (18).

Abstract: A system for implementation or de-pollution and revitalization of artificial or natural lakes, inserted in land block and street structures around them, aiming at modulation in the artificial or natural lakes, insertion of dividing walls made of vinyl curtain, land dykes, concrete walls, or any other way, dividing the artificial or natural lake in isolated places, so there is no contact between the water of each module, considering that each module can be used for different activities, such as bathing, water sports, fishing, etc., considering that the water of the artificial or natural lake is de-polluted through the portable or the stationary treatment unit and preferably, conditioned into containers.

Abstract: A system for implementation or de-pollution and revitalization of artificial or natural lakes, inserted in land block and street structures around them, aiming at modulation in the artificial or natural lakes, insertion of dividing walls made of vinyl curtain, land dykes, concrete walls, or any other way, dividing the artificial or natural lake in isolated places, so there is no contact between the water of each module, considering that each module can be used for different activities, such as bathing, water sports, fishing, etc., considering that the water of the artificial or natural lake is de-polluted through the portable or the stationary treatment unit and preferably, conditioned into containers.

Abstract: “IMPROVEMENT ON FACILITY FOR REMOVAL OF MATERIALS AND/OR POLLUTING SUBSTANCES CONTAINED IN WATERCOURSES”, applied to facility comprising: the implementation of a sandbox arranged at the bottom and in a stretch of the watercourse, followed by a floating garbage fence arranged substantially transversely to the watercourse; whereas downstream and at a certain distance from this garbage fence is provided a suspended and transverse metallic structure to the watercourse, in which curtains for selective injection and automatically set in motion are mounted, arranged spaced and interspersed by homogenization diffusers, these curtains are responsible for the injection of coagulants; by the injection of polymers into the watercourse to be treated, and ahead there is a phase for release of microbubbles of air, causing a flotation of these aggregate particles; allowing that from this flotation stretch arises, along the watercourse, a superficial agglomeration of the floated material, and the conduction by flexible and lo

Abstract: “IMPROVEMENT ON FACILITY FOR REMOVAL OF MATERIALS AND/OR POLLUTING SUBSTANCES CONTAINED IN WATERCOURSES”, applied to facility comprising: the implementation of a sandbox arranged at the bottom and in a stretch of the watercourse, followed by a floating garbage fence arranged substantially transversely to the watercourse; whereas downstream and at a certain distance from this garbage fence is provided a suspended and transverse metallic structure to the watercourse, in which curtains for selective injection and automatically set in motion are mounted, arranged spaced and interspersed by homogenization diffusers, these curtains are responsible for the injection of coagulants; by the injection of polymers into the watercourse to be treated, and ahead there is a phase for release of microbubbles of air, causing a flotation of these aggregate particles; allowing that from this flotation stretch arises, along the watercourse, a superficial agglomeration of the floated material, and the conduction by flexible and lo

Abstract: The injection of oxygen to a flotation basin in the process of removing pollutants from water streams comprising applying a flocculating or coagulating agent to a portion of the water stream, and creating a flocculation basin along the water stream. The injection of oxygen includes submitting the aggregate particles with higher dimension and density located upstream of the portion of the water stream to at least one of dissolving and injecting oxygen, directing same to dissolving plants through pressurized mixers, thus forming a water/oxygen mixture to be injected to portions of the water stream, causing the aggregate particles to float; creating a flotation basin along the portion of the water stream, the agglomerated material present upstream on the surface and by the banks of the water stream being removed by scraping the surface of the water stream.

Abstract: A changeable continuous flow modular system for the treatment of water streams that makes it possible to treat any polluted water stream (CA) being submitted to an anaerobic process or not (0), through the implementation of an aerobic biological process (1) with aeration and oxidation of the water stream (CA) followed of a physical-chemical process (2), according to patent PI9702430-9, followed by an aerobic biological process with aeration and oxidation of the water stream (3) and once again by a physical-chemical process (4).

Abstract: A mixer having multiple gas inlets of the type consisting of comprising a water discharge chamber composed of two concentrical tubular parts of the same length but having different diameters, defining an internal discharge chamber having a ring-shaped transversal section in the equipment. The discharge chamber is provided with two tangential points, an upper inlet point for the pressurized water and another lower outlet point for the solubilized water, in such a way that an area (for the injection of gases is defined between said points by a spread box provided in its external wall with a plurality of inlets interconnected to reservoirs of gases that pass through external compressors.

Abstract: The coupling of a sewer treatment station to a treatment plant for the flocculation and flotation of water streams and the insertion of said treatment plant for the flocculation and flotation of water streams into a water treatment station. The sewer treatment station is installed upstream from the flocculation and flotation treatment station, in such a way that the outlet of said station is directly connected to the inlet of the flocculation and flotation treatment plant disposed next to the stream bed or next to and interconnected thereto by means of a varying flow canal. The insertion has dynamic introduction of the process of treatment for the flocculation and flotation of fluid beds, all in a closed canal, wherein the flow of secondary streams (E) is dynamically and continuously submitted to flocculation and flotation techniques in an induced flow canal (FE) in the water treatment station.

Abstract: The coupling of a sewer treatment station to a treatment plant for the flocculation and flotation of water streams and the insertion of said treatment plant for the flocculation and flotation of water streams into a water treatment station. The sewer treatment station is installed upstream from the flocculation and flotation treatment station, in such a way that the outlet of said station is directly connected to the inlet of the flocculation and flotation treatment plant disposed next to the stream bed or next to and interconnected thereto by means of a varying flow canal. The insertion has dynamic introduction of the process of treatment for the flocculation and flotation of fluid beds, all in a closed canal, wherein the flow of secondary streams (E) is dynamically and continuously submitted to flocculation and flotation techniques in an induced flow canal (FE) in the water treatment station.

Abstract: A process of environmental including a micro application of floating/coagulating material in the watercourse, followed by micro flocculation to aggregate particles in suspension downstream, defining flakes of greater dimensions; submit the aggregated particles, dissolution and air injection, causing a micro floatation of aggregated particles; allowing a micro aggregation of the floating material downstream; next, the flow water is thrown into a streamlet/secondary effluent, submitted to air injection or aeration; a medium application of flocculating/coagulation material in this secondary watercourse to aggregate particles downstream, evidencing flakes of greater dimensions; submit aggregated particles downstream to dissolution and injection of air, submitting the urban watercourse to air injection or aeration intercalating, causing a macro floatation of aggregated particles and a macro aggregation of the floating material downstream; removing such material along an urban section before the effluent reaches th