CA2381540A1 - Sliding valve system with and without operation mechanism, free of maintenance and made of plastic material - Google Patents

Abstract

Through almost 20 years of personal experience in the field of irrigation in Mexico, I have observed that the traditional shapes of electromechanical equipments (valves and mechanisms and similar) for irrigation systems are generally made with structural steel, bronze and melted iron; these are machined in order to give the final form. The equipment is subjected to anticorrosive treatments and to lubrication. My idea is to eliminate to a large extent serious problems affecting said equipments: problems of design, operation, maintenance and useful life, since these equipments suffer great damages due to black, residual, or alkaline waters, etc. As a result from various investigations, I have developed, tested and verified a combination of machinings, simplifications and/or mouldings which, associated with the simplicity of my designs and the material used, i.e. nylon, polypropylene, polyethylene of ultrahigh molecular weight, polyethylene of high density, PVC, are an ideal alternative solution.

Description

_1 _ 't SLIDING FLOODGATE WITH AND WITHOUT OPERATING MECHANISM
MAINTENANCE FREE, OF PLASTIC MATERIAL
THE INVENTION'S HISTORY
WATER IS AN IMPORTANT PART OF OUR HtSTORY, THE ANCIENT EGYPTIANS
CONSTRUCTED A VERY EXTENDED RESERVOIR SYSTEM TO STORE THE
NILE'S WATERS. THE BIBLE MAKES FREQUENT REFERENCES TO THE WA-TER SUPPLY GENESIS CHAPTER 26, FOR EXAMPLE, NARRATES HOW
'x',10 ISAAC'S SHEPHERDS FOUGHT WITH THE CAESAR'S VALLEY INHABITANTS
FOR THE POSSESSION OF THE VALLEY'S SPRINGS. LONG AFTER, KING
EZEQUIAS "MADE A POOL AND CARRIED WATER TO THE CITY OF JERUSA-LEM" (11 KINGS 20,20). ANCIENT ROME MIGHT NOT HAVE REACHED ITS
GRANDEUR WITHOUT THE ASSISTANCE OF THE HYDRAULIC ENGINEERS.
THE WATERS FROM THE TIBER HAD BECOME TOO POLLUTED TO BE CON-S1DERED DRINKABLE. THE ENGINEERS BUILT ALMOST 650 KILOMETRES
OF AQUEDUCTS, THAT CARRIED WATER TO THE CITY FROM DIFFERENT
SOURCES LOCATED OUTSIDE OF IT.
IN ARIZONA AND NEW MEXICO, IN THE UNITED STATES OF AMERICA, THE
ARCHEOLOGISTS STILL EXPLORE THE WATERING SYSTEMS BUILT BY THE
ANCIENT INDIAN ENGINEERS OF NORTH AMERICA.
THE WATER GOES THROUGH A WELL DEFINED HYDROLOGICAL CYCLE, CALLED WATER CYCLE. IT FALLS TO THE EARTH !N THE FORM OF RAIN
OR IN ANY OTHER PRECIPITATION. PART OF IT IS ABSORBED BY THE SOIL, USED BY PLANTS AND RETURNS TO THE ATMOSPHERE BY MEANS OF TRAN-SPIRATION OF THE AERIAL PARTS OF THE VEGETABLES. SOME OF THE PRE-CIPITATION IS FILTERED THROUGH THE PERMEABLE, POROUS ROCKS AND
IS INCORPORATED INTO THE UNDERGROUND WATER SUPPLY. THIS IN
TURN, FINDS ITS WAY TO THE RIVERS OR REACHES THE SURFACE AS

r 1 SPRINGS.
SOMETIMES IT IS EXTRACTED BY MEANS OF WELLS.
A LARGE PART OF WATER FROM PRECIPITATION FLOWS ON THE EARTH'S
SURFACE AS RIVERS OR STREAMS OR IS COLLECTED IN LAKES AND LA
GOONS. MOST OF THIS WATER RETURNS TO THE OCEAN. THE SUN EVAPO
RATES IT FROM THE SURFACE AND TAKES iT TO THE CLOUDS, !=ROM
WHERE IT PRECIPITATES TO THE EARTH AGAIN, THUS STARTING AN-OTHER CYCLE.
f~'~
'"~ 10 CONSEQUENTLY, IN THE HYDROLOGICAL CYCLE, WATER PASSES FROM THE
ATMOSPHERE TO THE SOIL AND THEN AGAIN TO THE ATMOSPHERE. IN
ORDER TO OBTAIN.WATER FOR OUR SUPPLY SYSTEMS WE MUST RESORT
TO RIVERS AND LAKES; OR TO EXTRACT IT FROM UNDERGROUND BY
MEANS OF WELLS.
WHEN IT COMES FROM A RIVER OR OTHER WATER COURSES, THE ENGI
NEER MUST DECIDE IF THESE CAN SATISFY THE MAXIMUM DEMANDS OF
THE POPULATION WHEN THESE REACH THEIR LOWEST LEVEL. THE SUM
MER NEAT REDUCES THEM BY MEANS OF EVAPORATION. AT THE SAME
TIME, THE AMOUNT OF WATER USED FOR IRRIGATION INCREASES, AS WELL
w AS FOR AIR CONDITIONING AND OTHER PURPOSES. LET'S ASSUME THAT
THE ENGINEER DETERMINES THAT PEOPLE WOULD USE MORE WATER
THAN THE RIVER CAN PROVIDE DURING THE LOW PERIODS. HE WILL TAKE
MEASURES TO STORE A PART OF THE WATER WHEN THE RIVER IS HIGH, CONSTRUCTING A DOCK THAT DAMS UP SOME OF ITS FLOW. THE WA-TERS THAT ACCUMULATES AT THlS SPOT FORMS A DAM OR WATER COL-LECTING RESERVOIR.
IF THE DOCK HAS BEEN DULY CONSTRUCTED, THE WATER LEVEL IN THE
DAM WILL REMAIN LOW BEFORE THE SPRING SPATES OCCUR. IN CONSE
QUENCE, THE RESERVOIR !S ABLE TO RECEIVE AND STORE

1 THE WATER SURPLUS FROM THE OVERFLOW. AS SUMMER PASSES BY
THE COMMUNITY SHALL RESORT TO THIS RESERVOIR TO COMPENSATE
THE LACK OF THE RIVER'S ADEQUATE FLOW.
THE USE OF DAMMiNGS AND RESERVOIRS OFTEN CREATES MANY PROB- ~~
LEMS. IN MOST PARTS OF THE UNITED STATES, FOR EXAMPLE, THE LAW
DOES NOT ALLOW A CITY TO COLLECT AND STORE ALL OF A RIVER'S FLOW.
THE LAW ACKNOWLEDGES THE RIGHT OF THE INHABITANTS LOCATED
DOWNSTREAM FROM THE DAM TO RECEIVE A PART OF THE WATER. GEN-ERALLY, THE CITIES MUST HAVE AGREEMENTS ON THE AMOUNT OF WA-TER THESE CAN TAKE FROM A RIVER AND ACCUMULATE IN A DAMMING.
WHEN THE ENGINEERS CONSTRUCT A RESERVOIR THEY MUST CONSIDER
MANY IMPORTANT FACTORS. THE DOCKS MUST HAVE CLOSING WALLS THAT
EXTEND DOWNWARD, SO THAT NO FILTRATIONS ARE PRODUCED UNDER
THE DAMMING.
THE SLOPES OF THE SOIL DOCKS MUST BE MODERATED ENOUGH SO THAT
THE SOIL REMAINS IN PLACE EVEN WHEN IT IS SATURATED, THE SOIL
DAMS MUST BE PROVIDED WITH A WATERPROOF CORE, SUCH AS CLAY OR
CONCRETE, SO THAT THE WATER DOES NOT FILTER. IF THE ENGINEERS
CONSTRUCT A CONCRETE DAM, THEY MUST TAKE THE CONTRACTION AND
EXPANSION INTO ACCOUNT . THE DOCK MUST BE STRONG ENOUGH SD
THAT THE WATER PRESSURE AGAINST ITS WALLS DOES NOT KNOCK IT
DOWN. THE DAMS, MADE OF SOIL AS WELL AS WELL AS OF CONCRETE, MUST HAVE ENOUGH DUMP CAPACITY TO CONTAIN THE HIGHEST SLOW
FROM THE STORMS. THE WATER FLOWS FROM A RESERVOIR TO THE SUP-PLY SYSTEM THROUGH OUTLETS OR INTAKE MECHANISMS. AT THE
DAMMINGS WITH SOIL DOCKS AN OUTLET TOWER IS ERECTED FAR AWAY
FROM THE SHORE. THIS IS FITTED WITH A SERIES OF FLOODGATES AT
DIFFERENT LEVELS THROUGH WHICH THE WATER FLOWS TO AN OUTLET

-4- ..
1 SYSTEM. IF THE WATER IS COLLECTED AT A RUBBLEWORK DAM, THE OUT-LET STRUCTURE CAN BE CONSTRUCTED IN THE SAME DAM.
GENERALLY, IN THE OUTLETS THICK GRIDS ARE PLACED, IN ORDER TO
PREVENT LARGE FLOATING OBJECTS, INCLUDING ICE, FROM ENTERING
THE DUCTS. INSIDE THE THICK GRIDS THERE ARE OTHER FINER ONES
THAT INTERCEPT LEAVES, AQUATIC VEGETATION, FISHES AND LARVAE.
THESE GRIDS MUST BE CLEANED FREQUENTLY IN LARGE SYSTEMS, ME-CHANICAL CLEANING DEVICES ARE OFTEN EMPLOYED.
70 SEVERAL METHODS TO SOLVE THIS PROBLEM ARE KNOWN.
ONE OF THESE IS DREDGING, WHILE THE OTHER CONSISTS IN USING SEDI-.
MENTATION POOLS.
THESE RECEIVE THE WATER BEFORE IT PASSES TO THE RESERVOIR AND
RETAIN THE SILT IT CONTAINS. LOGICALLY, THE POOLS MUST BE DREDGED
FROM TIME TO TIME IN ORDER TO ELIMINATE THE SILT. A THIRD METHOD
CONSISTS IN THE USE OF FLOODGATES AT LOW LEVEL, THROUGH WHICH
THE SILT EXITS FROM THE RESERVOIR DURING THE RISING PERIODS.
A FOURTH METHOD CONSISTS IN EXTRACTING CLEANER WATER FROM THE
COAST ZONES BY MEANS OF LOG OUTLETS.
THIS SYSTEM 1S CURRENTLY VERY LITTLE USED.
MANY TIMES A TOWN MUST OBTAIN WATER FROM DISTANT SOURCES. THE
WATER PROVISION OF BOSTON, MASSACHUSETTS, COMES FROM A LAKE
SITUATED 80 KILOMETRES AWAY FROM' THE CITY NEW YORK OBTAINS
MORE THAN HALF OF THE WATER CONSUMED FROM THE CATSKILL MOUN-TAWS, LOCATED.MORE THAN 150 KILOMETRES AWAY LOS ANGELES RE
CEIVES PART OF ITS WATER SUPPLY FROM PARKER'S DAM, LOCATED MORE

THE ONES FACED BY THE ENGINEERS IN ANCIENT ROME WHEN THEY
BUILT THE AQUEDUCTS THAT TOOK WATER TO THE CITY

. ~ ~ . ,.. . ..
' , ~~ ',' .. . , ' ' ~~;.:.i ~ , . . ' . ' ' , ~ ' ' . ' ' ' . . . '.. ' _ . .
. . .. . . . . .. . . . . : . . . .; . ~ . ~ . ..
' _._w~_ . . __.~._ :.. ~_.:-. ..- -~~.- ~.__ _ .... ,_. .. - ---yy,.~,:-;,.,py -5..
1 IN FACT, TODAY'S ENGINEERS HAVE BETTER MATERIALS AVAILABLE.
THE LINKS THAT CONNECT THE WATER SOURCE TO THE DISTRIBUTION
SYSTEM ARE THE AQUEDUCTS, ALSO CALLED TRANSMISSION WATERWAYS.
IN THE MAJORITY OF THE AQUEDUCTS, THE WATER FLOWS THROUGH
GRAVITY IN THESE STRUCTURES, THE SLOPE BY WHICH THE WATER
"y. RUNS DOWNSTREAM, ALSO CALLED HYDRAULIC GRADIENT, MUST BE
.:
STEEP SO THAT CONTINUOUS FLOW EXISTS, BUT NOT SO MUCH THAT IT
CAUSES EXCESSIVE PRESSURES. IN SOME CASES, THERE ARE SYPHONS
THAT CARRY WATER OVER MOUNTAINS, UNDER RIVERS AND THROUGH
VALLEYS. THE PUMPS CAN FORCE IT THROUGH THE TRANSMISSION WA-TERWAYS TO PLACES IT COULD NOT ARRIVE BY THE SOLE FORCE OF
GRAV I TY .
THE WATER TRANSMISSION LINES GENERALLY COME IN THE FORM OF
CLOSED DUCTS, OR DRAINS, EVEN THOUGH IN SOME CASES OPEN
DITCHES ARE USED. THE ENGINEERS OFTEN DO NOT SUPPORT THE EM
PLOYMENT OF THE LATTER FOR WATER PROVISION, DUE TO THE DANGER
;,OF CONTAMINATION.
TO CONDUCT WATER EFFICIENTLY, THE DUCT WOULD OFFER THE LEAST
SURFACE IN RELATION TO THE VOLUME OF WATER IT CARRIES. EVIDENTLY, THE CIRCULAR TUBES ARE THE ONES THAT BETTER RESPOND TO THESE
DEMANDS, BUT IN VERY LARGE SIZES CAN BE VERY EXPENSIVE. IN THOSE
CASES, THE ENGINEERS USUALLY SELECT AN EASIER CONSTRUCTION
TYPE, WITH CROSS SECTIONS IN HORSESHOE FORM.
BECAUSE OF THE SMOOTHNESS OF THEIR INTERNAL SURFACE, CONCRETE
TUBES ARE GOOD CONDUCTORS TO CARRY WATER UNDER PRESSURE, THESE ARE OFTEN PRESTRESSED. A VERY STRONG, WELL-TIGHTENED
WIRE IS WOUND AROUND THE CONCRETE PIPE, AND THEN WITH A PNEU-MATIC GUN CEMENT MORTAR IS PULVERISE ON THE CORE THAT HAS BEEN

-s-1 WRAPPED WITH WIRE. THIS MAINTAINS THE INTERNAL CORE IN COMPRES-SION. WHEN THE WATER ENTERS THE PIPE UNDER PRESSURE, THE ELE-MENT SUPPORTING THE LOAD IS THE STEEL WIRE AND NOT THE CON-CRETE.
ANOTHER USEFUL MATERIAL FOR TRANSMISSION WATERWAYS IS CAST
IRON. IT LASTS LONG, REQUIRES LITTLE MAINTENANCE AND CAN BE
MOULDED TO SUPPORT HUGE PRESSURES. DIFFICULTIES MAY OCCUR IF
CORROSIVE WATER iS SENT THROUGH AN UNTREATED .CAST IRON DRAIN.
'#' 90 IN THE AQUEDUCTS AND WATER STORAGE LAGOONS CONSTRUCTED IN
VERY REMOTE TIMES, MANKIND FACED THE DIFFICULT TASK OF HAVING
WITH SAFE AND PRACTICAL ENOUGH MECHANISMS FOR CONTROL AND
BETTER USE THEREOF. THERE ARE RECORDS SHOWING DIFFERENT
FORMS OF CONTROLLING THE FLOWS MAKING CLAY MIXES THAT EVEN
THOUGH THEY STOPPED SUCH WATER RESULTED INOPERATIVE. FOR THIS
REASON WOOD BEGAN TO BE USED FOR THEIR CONTAINMENT IN ORDER
TO MAKE THESE RESERVOIRS MORE MANUAL. IN THE LAST CENTURY
AND THE BEGINNING OF THIS ONE, MOSTLY STRUCTURAL STEEL FLOOD-GATES WERE DESIGNED, TO OBTAIN BETTER RESULTS IN THE DAMMING
AND DISTRIBUTION OF THE WATER TO BE USED. MODERN HISTORIANS
BELIEVE THAT VARIOUS ASIATIC CIVILIZATIONS ALREADY KNEW HOW TO
MANUFACTURE STEEL WITH IRON ABOUT 500 YEARS A.C. INDIA'S WAS AP-ING TO THE MEDICAL REPORTS FROM YEAR 400 TO 300 A.C. THE DAMAS-CUS FAMOUS SABRES WERE MADE, WITH HINDU STEEL IN ANCIENT SYRIA.
IN THOSE DAYS, THIS MATERIAL WAS PRODUCED IN VERY SMALL QUANTI
TIES. THE MOST IMPORTANT METAL THEN AND DURING MANY CENTURIES
WAS IRON. IT IS NOT KNOW HOW LONG AGO MAN EXTRACTED IT FOR THE
FIRST TIME FROM ITS MINERAL, BUT THIS MUST HAVE BEEN LONG

1 BEFORE THE XIII CENTURY A.C. IN SAID PERIOD IRON OBJECTS WERE
ALREADY BEING MANUFACTURED, SOME OF WHICH STILL LAST. THROUGH-OUT THE GREEK AND ROMAN PERIODS AND MOST OF THE MIDDLE AGE, THE MALLEABLE IRON, WAS NAMED WROUGHT IRON, WAS PARTICULARLY
IMPORTANT. CAST IRON, WAS ALSO MANUFACTURED IN..CONSIDERABLE
AMOUNTS, IN EUROPE, AS OF THE XIV CENTURY LITTLE PROGRESS WAS
MADE IN THE CONVERSION OF LARGE AMOUNTS OF IRON TO STEEL, UN-TIL THE CHEMICAL NATURE THEREOF WAS KNOWN, IN 1789 THE SWEDISH
x.10 CHEMIST TORBEN OLOF GERMAN, MADE ONE OF THE FIRST ATTEMPTS TO
SCIENTIFICALLY ANALYSE STEEL. HE DEFINED WROUGHT IRON, CAST
IRON, AND STEEL BY THE AMOUNT OF CARBON THAT EACH ONE CON-TAINED. TODAY WE KNOW THAT WROUGHT IRON, CAST IRON, AND STEEL
ARE IRON AND CARBON MIXES (PLUS OTHER SUBSTANCES) AND THAT
THEIR RESISTANCE MUST BE DUE MAINLY TO CARBON. WROUGHT IRON, WHICH HAS A LOW CONTENT OF CARBON, LESS THAN 0.2 PER CENT. IS
THE SOFTEST OF THE THREE ALLOYS. IT CAN BE HAMMERED AND FOLDED
IN A VARIETY OF FORMS, WHICH JUSTIFIES ITS NAME. WROUGHT IRON IS
MUCH' HARDER, EVEN THOUGH RELATIVELY BREAKABLE. THIS IS DUE TO
,3 ~,_ ITS HIGH CARBON CONTENT OF 2.0 TO 4.5 PER CENT. FOR CENTURIES
THIS ALLOY HAS BEEN MOLDED OR CAST IN USEFUL FORMS. THE STEEL
CARBON CONTENT IS LOCATED BETWEEN THESE TWO ENDS. GENERALLY
IT IS LOWER THAN 1.2 PER CENT STEEL POSSESSES PART' OF THE CAST
IRON FLEXIBILITY AND IT IS MORE RESISTANT THAN CAST IRON. EVEN
AFTER STEEL'S NATURE, WAS KNOWN, MANUFACTURES CONTINUED
PRODUCING IT ONLY IN SMALL QUANTITIES. IT STARTED TO BE WIDELY
USED IN THE 1850'S DECADE WITH THE INTERVENTION OF THE BESSEMER
PROCEDURE, THAT ALLOWED TO CONSIDERABLY INGREASE THE MET-AL'S AVAILABILITY. THE BESSEMER STEEL

-a-THE FIRST RAILWAYS AND SKYSCRAPERS THE OPEN HOME OR MARTIN-SIEMENS PROCEDURE , INTRODUCED IN 1860, POINTED OUT A NEW AD-VANCE OF THE TWENTIETH CENTURY THAT WAS A WITNESS TO THE ~IM-PLEMENTATION OF THE ELECTRIC OVEN PROCESSES OF OXYGEN AND
VACUUM TO MAKE STEEL. .
AS A CONSEQUENCE OF THE PROGRESS IN THE MAKING OF THE STEEL, AMONG THEIR MULTIPLE APPLICATIONS ELECTROMECHANICAL DEVICES
~a~'10 FOR WATER CONTROL IN DAMS AND RIVERS BEGAN TO BE DESIGNED.
THUS, PIPES, VALVES AND METALLIC FLOODGATES WITH THEIR RESPEC-TIVE OPERATING MECHANISMS STARTED TO BE MANUFACTURED, THE SAME
THAT ARE DESIGNED ACCORDING TO THE DIFFERENT NEEDS OF THE
PROJECTS. THESE CAN BE OF DIVERSE TYPES ACCORDING TO THE DE-SIGNS DEVELOPED.
THE COMMONLY EMPLOYED STEELS FOR THE MANUFACTURE OF THIS
EQUIPMENT, CAN'T RESIST THE CORROSIVE ATTACK OF WATER AND ITS
POLLUTING AGENTS, BY THEMSELVES SO 1T IS NECESSARY TO SUBMIT
THEM . TO ANTICORROSIVE TREATMENTS. SUCH TREATMENTS ARE GEN-ERALLY PERFORMED BY FIRST CLEANING THE SURFACE TO BE PROTECTED
BY MEANS OF SILICOQUARZ SANDBLAST UNTIL ITS SURFACE iS LIKE
WHITE METAL IN ORDER TO IMMEDIATELY APPLY AN INORGANIC LAYER OF
ZINC, THEN A LINK AND FINALLY A HIGH SOLID POLYCHLORIDE VINYL FIN-ISH, IN ORDER TO COMPLETE SAID TREATMENT.

SiONAL DEVELOPMENT MAINLY IN THIS FIELD HAS LED ME TO REALIZE THAT
THE DIFFERENT TREATMENTS THAT HAVE BEEN USED ARE NOT DURABLE
ENOUGH TO PREVENT THE CONSTANT DETERIORATION THAT THEY UN-DERGO. AS THE MATERIALS INVOLVED tN THE PREVIOUSLY MENTIONED

1 TREATMENTS DETERIORATE, THE EQUIPMENT IS EXPOSED TO THE DETE-RIORATION OF ITS COMPONENTS, THEREBY ITS WORKING LIFE DEPENDS
DIRECTLY UPON THE PERIODICAL APPLICATION OF THESE TREATMENTS, WHICH ARE HIGHLY EXPENSIVE.
EVEN MORE SERIOUS IS THE DETERIORATION OF THESE FLOODGATES AND
IRON MECHANISMS WHEN THERE ARE RESIDUAL SUBSTANCES MIXED IN
THE WATER AS A RESULT OF LARGE GROUPS OF PEOPLE AS IN BiG URBAN
AREAS, WHICH DRASTICALLY ACCELERATE THE DETERIORATION PROCESS
OF THIS EQUIPMENT. THIS WATER IS USED IN GREAT MEASURE TO IRRI-GATE CROPS MEANT MAINLY FOR HUMAN CfJNSUMPTION. IT, HAS BEEN
OBSERVED THAT THE PARTICLES OF IRON (RUST) AND OF THE DIFFERENT
CHEMICAL COMPONENTS USED IN THE AFOREMENTIONED ANTICORROSIVE
PROTECTION AND IN THE DIFFERENT ELASTOMERS AND LUBRICANTS USED
FOR ACTIVATION THAT SEPARATE ARE ADDED TO THE ALREADY CONTAMI-NATED WATER.
AS A RESULT OF THESE EXPERIENCES I BEGAN TO RESEARCH ALTERNA-TIVES THAT WOULD ALLOW US TO DIMINISH THESE SERIOUS PROBLEMS.

SIMPLER AND MORE PRACTICAL AND OFFERS SIGNIFICANT ADVANTAGES
OVER THOSE THAT ARE TRADITIONALLY EMPLOYED. THIS DESIGN, IN AD-DITION TO THE SAVINGS DUE TO THE SIMPLIFICATION IN THE MANUFAC-TURING OF ITS COMPONENTS, OFFERS A GREATLY REDUCED WEIGHT
SINCE IT CONTEMPLATES THE USE OF A HIGHLY ENGINEERED PLASTIC, MENTIONED IN THE MARKS MECHANICAL ENGINEERS MANUAL, SECOND
EDITION AS TYPE 6 NYLON, AND IS QUOTED FOR USE IN GEARS AND OTHER
MACHINERY PARTS.
THIS MATERIAL, WITH A FEW ADDITIONAL COMPONENTS, OFFERS ADVAN-3Q TAGES SUCH AS:

' CA 02381540 2002-O1-15 9 - EXCELLENT CORROSION RESISTANCE.
- iT PRACTICALLY ELIMINATES LUBRICATION THROUGH OILS AND
GREASES, SINCE IT iS POSSIBLE TO LUBRICATE BY WAY OF WATER.
- IT IS HIGHLY ABRASION RESISTANT.
~ - IT IS HIGHLY IMPACT RESISTANT.
- MINIMUM FRICTION COEFFICIENT.
IT RESISTS CHEMICAL ATTACK BY DIVERSE CORROSIVE COM-POUNDS FOUND IN RESIDUAL WATERS.
'!0 WE REALIZE EVERY DAY IN THIS RAPIDLY ADVANCING WORLD IN EVERY
TECHNOLOGICAL ASPECT THAT WE NEED TO SUBSTITUTE THE MATERI-ALS THAT WE HAVE BEEN TRADITIONALLY USING. TODAY, WE FIND PLAS-TICS EVERYWHERE, AS THE NAME INDICATES, THEY CAN BE MOLDED, GIV-ING THEM DIFFERENT SHAPES, WHICH IS THE REASON THAT THEY ARE SO
USEFUL. STONE; FOR EXAMPLE, IS NOT MALLEABLE, IN ORDER TO GIVE iT
THE SHAPE WE WANT, WE HAVE TO CHISEL IT, BUT OTHER MATERIALS ARE, UP TO A CERTAIN POINT IN REMOTE PERIODS SUCH AS THE NEOLITHIC
ERA, MANKIND MADE CERAMIC RECIPIENTS FOR THEIR FOOD AND BEVER-AGES OUT 4F MALLEABLE CLAY: THEN DURING THE IRON AGE, THEY
LEARNED HOW TO SHAPE COPPER, BRONZE, AND IRON, WITH WHICH THEY
MADE TOOLS, THEY ALSO WORKED WITH WAXES, FISH, AND RUBBERS, FOR DIFFERENT PURPOSES. IN TIME, OTHER MALLEABLE SUBSTANCES
WERE CREATED: GLASS, CEMENT, CONCRETE, MORTAR, AND RUBBER.
SINCE THE NINETEENTH CENTURY, CHEMISTS, PHYSICISTS, AND ENGI-NEERS HAVE USED ALL THE RESOURCES OF MODERN SCIENCE TO CRE-ATE A WIDE RANGE O~F MALLEABLE ORGANIC SUBSTANCES CALLED PLAS-TICS. BECAUSE THESE MATERIALS ARE HIGHLY ADAPTABLE THEY ARE
USED TO MAKE MANY DIFFERENT PRODUCTS: GOLF TEES, LIFE BOATS, FILM, WOODEN BOARDS, THREAD FOR STOCKINGS, ROPE, RAIN SHOES, 1 RAIN COATS, DISHES, WATER PIPES,' TABLE COVERS, WRAPPING FOR
MEATS AND VEGETABLES, ETC. ALL PLASTICS ARE MALLEABLE, BUT NOT
ALL MALLEABLE MATERIALS ARE CALLED PLASTICS: THE INORGANIC SUB-STANCES THAT CAN 8E MOLDED, SUCH AS METALS, CLAY, GLASS, AND
GEMENT ARE NOT CONSIDERED TO BE WITHIN THE FIELD OF THE PLASTIC
INDUSTRY NEITHER IS RUBBER.
MADE WITH POLYMERS. -- EACH PLASTIC CONSISTS OF ONE BASIC fNGRE
DIENT OR CONTAINS ONE ORGANIC SUBSTANCE WITH A HIGH MOLECULAR
,:, WEIGHT WHICH CAN BE SOFTENED AND MOLDED WHEN PRESSURE OR
HEAT OR BOTH ARE APPLIED. IT IS MADE OF GIANT MOLECULES CALLED
POLYMERS, WHICH CONSIST OF SMALLER MOLECULES THAT ARE JOINED
AT THE ENDS LIKE A CHAIN. SOMETIMES THE CHAINS CROSS EACH OTHER
AS IN THE FORM OF A NET, IN SOME CASES, EACH LINK OF THE CHAIN IS
THE SAME BASIC UNIT OR MONOMER, SOME POLYMERS, KNOWN AS CO-POLYMERS ARE FORMED BY A MIX OF TWO OR MORE MONOMERS. THE
MAJORITY OF PLASTICS ARE MADE BY THE SYNTHESIS OR UNION OF VARI-OUS CHEMICAL SUBSTANCES WWICH RESULTS IN A PRODUCT IN WHICH
CARBON IS COMBINED WITH ONE OR MORE ELEMENTS, INCLUDING HY- .
DROGEN, OXYGEN, NITROGEN, CHLORINE, AND FLUORIDE. THESE PROD-UCTS ARE USUALLY CALLED SYNTHETIC RESINS BECAUSE IN SOME AS-PECTS THEY ARE SIMILAR TO NATURAL SUBSTANCES CALLED RESINS;
THESE INCLUDE GUMLAC, COLOPHONY, AND AMBER WHICH ARE NOTED
FOR THE LARGE SIZE OF THEIR MOLECULES. AS THESE SYNTHETIC RES-INS ARE PREPARED IT IS NECESSARY TO COMBINE SMALLER MOLECULES
IN ORDER TO OBTAIN POLYMERS, IN CAREFULLY CONTROLLED CONDI-TIONS, FOR EXAMPLE: THOSE THAT ARE ALCHIDES, PHENOLIC RESINS, AND VINYLS. OTHER PLASTICS ARE OBTAINED FROM NATURAL ORGANIC
SUBSTANCES THAT ARE CHEMICALLY MODIFIED IN ORDER TO PRODUCE

1 THE DESIRED PLASTIC MATERIAL. CELLULOIDS, FOR EXAMPLE, ARE DE- ' RIVED FROM CELLULOSE, A CARBOHYDRATE WHICH IS FOUND IN PLANTS
AND IS EASILY OBTAINED FROM COTTON OR WOOD PULP. THE CASEINIC
PLASTICS ARE DERIVED FROM CASEIN, A PROTEIN THAT IS FORMED WHEN
MILK SOLIDIFIES. THE BASIC MOLECULES OF THESE NATURAL ORGANIC
SUBSTANCES ARE POLYMERS. IT MAY BE NECESSARY TO REDUCE THE
SIZE OF THESE GIANT MOLECULES IN ORDER TO PRODUCE A MATERIAL
THAT IS EASY TO MOLD ON AN INDUSTRIAL SCALE.
'16 PLASTICS ARE DIVIDED INTO TWO MAIN GROUPS: THERMOPLASTIC AND ' THERMOSTABLE, WHICH DIFFER IN HOW THEY ARE AFFECTED BY HEAT.
THE FIRST SOFTEN WHEN THEY ARE HEATED AND HARDEN WHEN THEY
ARE COOLED, IF THEY ARE HEATED AGAIN, THEY BECOME SOFT AGAIN, THEY CAN BE MOLDED INTO THE SAME SHAPE OR INTO A DIFFERENT ONE.
ONLY A PHYSICAL CHANGE IS PRODUCED, NOT A CHEMICAL ONE. DIFFER-MANNER SUCH AS PARAFFIN WAX WHICH IS A WELL KNOWN EXAMPLE.
CELLULOSE ACETATE AND POLYSTYRENE ARE INCLUDED IN THE THERMO-PLASTIC GROUP.
THERMOSTABLE PLASTICS ARE AFFECTED IN A VERY DIFFERENT WAY
WHEN HEAT IS APPLIED, FIRST THEY BECOME SOFT, THEN HARD AND THEN
THEY CAN NO LONGER BE SOFTENED AGAIN BY APPLYING HEAT. THIS
PERMANENT HARDENING, CALLED CURING, IS A CHEMICAL CHANGE COM-PARABLE TO THE HARDENING OF AN EGG IN BOILING WATER. THERMOSTA-gLE PLASTICS INCLUDE PHENOLICS AND EPOXICS (NYLON AMONG OTH-ERS.
PIONEERS IN PLASTICS -- THE FIRST COMMERCIAL PLASTIC WAS CELLU
LOID, A CELLULOSE NITRATE WHICH WAS CREATED IN 'i868 BY JOHN HYATT, AN AMERICAN PRINTER. HE HAD ENTERED A CONTEST THAT OFFERED A

1 10,000 DOLLAR PRIZE TO THE PERSON WHO CAME UP WITH THE BEST SUB-STITUTE FOR IVORY TO MAKE BILLIARD BALLS, HYATT DECIDED TO EXPERI-MENT WITH PYROXYLIN, A CELLULOID NITRATE, TO REPLACE IVORY THE
ENGLISH CHEMIST, ALEXANDER PARKES HAD PUT OUT THE INFORMATION
THAT IF PYROXYLIN, A BRITTLE AND NON-MALLEABLE SUBSTANCE WERE
MIXED WITH CAMPHOR, THE RESULTING SUBSTANCE WOULD BE~MALLEABLE;
HOWEVER IT WOULD NOT WITHSTAND AN INTENSE USE. HYATT IMPROVED
THE MIXING PROCESS BY USING HEAT AND PRESSURE AND PRODUCED A
rkA*
PLASTIC MATERIAL THAT HE CALLED CELLULOID WHICH COULD BE WORKED
WITH MACHINERY AND LAMINATED. HOWEVER, IT WAS NOT ADEQUATE FOR
BILLIARD BALLS AND HYATT DID NOT WIN THE PRIZE. NEVERTHELESS, HE
DISCOVERED THAT CELLULOID WAS A GOOD SUBSTITUTE FOR IVORY IN
MANY OTHER PRODUCTS:
AT FIRST IT WAS USED TO MAKE FALSE TEETH, SHIRT - FRONTS AND COL-LARS, THEN FOR PHOTOGRAPHIC FILM, AUTOMOBILE CAR WINDOW CUR-TAINS, ETC. FOR YEARS NOTHING WAS ABLE TO REPLACE IT BUT IT LOST
GROUND RAPIDLY IN THIS CENTURY, WHEN NEWER AND BETTER PLASTIC
MATERIALS WERE DEVELOPED. DURING THE LAST YEARS OF THE.NINE-TEENTH CENTURY THE GERMAN SCIENTISTS WILHELM KRISCHE AND
ADOLPH SPITTELER BEGAN TO LOOK FOR A MATERIAL WHICH WOULD RE-PLACE SLATE IN THE MANUFACTURING OF OILSKIN. THEY DISCOVERED
THAT THE EFFECT OF FORMALDEHYDE ON CASEIN PRODUCED A SUB-STANCE WITH A HORNED ASPECT; A SUBSTANCE APPROPRIATE FOR MANY
USES. THE COMMERCIAL PRODUCTION OF CASEINIC PLASTIC BEGAN IN
GERMANY AND FRANCE AROUND 1900~ THE PRODUCT RECEIVED THE
COMMERCIAL NAME. OF GALALITE "SOFT STONE" FROM THE GREEK "MILK"
AND LITHOS "STONE". DOCTOR LEO BAEKELAND, A BELGIAN-AMERICAN
CHEMIST IS ANOTHER IMPORTANT MAN IN THE HISTORY OF PLASTIC.

SERVED THAT WHEN DIVERSE PHENOLS AND ALDEHYDES REACTED, THEY
FORMED RESINOUS MASSES WHEN MIXED TOGETHER. THESE WERE NOT
PUT TO INDUSTRIAL USE UNTIL 1909; THAT YEAR BAEKELAND MANAGfD
TO CONTROL THE REACTION BETWEEN PHENOL AND FORMALDEHYDE, THEREBY PRODUCING A USEFUL PHENOL~C PLASTIC PRODUCT, WHICH
WAS CALLED BY THE COMMERCIAL NAME OF BAKELITE. IT COULD BE
SHAPED BY WAY OF MOLDING OR CASTING WITH HEAT OR PRESSURE, IN
'I~ LIQUID FORM IT WAS USED AS AN ADHESIVE TO BOND LAYERS OF WOOD, CLOTH, PAPER, AND OTHER MATERIALS.
BAKELITE WAS THE FIRST COMMERCIAL.SYNTHETIC RESIN.

MERCIALLY PRODUCED. THIS INDUSTRY HAS GROWN CEASELESSLY, IN-VADING ONE FIELD AFTER ANOTHER. EACH YEAR MILLIONS OF KILOGRAMS
OF PLASTIC MATERIAL DESTINED FOR VARIOUS USES ARE PRODUCED IN
THE UNITED STATES ALONE.
A TYPICAL PREPARATION PROCESS -- IN GENERAL THE CHEMICAL SUB-STANCES USED TO PRODUCE PLASTICS DO NOT EXIST AS NATURAL PROD-UCTS, THEY ARE PRODUCED WITH THE RESOURCES AT OUR DISPOSAL, SUCH AS, PETROLEUM, NATURAL GAS, CARBON, CHALK, FLUOR SPAR, SUL-PHUR, WATER, AND AiR TO MENTION THE MOST IMPORTANT ONES. BE-CAUSE THE MATERIALS REQUIRED FOR THE MANUFACTURING OF PLAS-TICS ARE SO BASIC, IT IS SAID THAT "NYLON IS MADE OUT OF CARBON, AIR, AND WATER" THAT POLYVINYL. CHLORIDE "iS MADE OUT OF CARBON, CHALK, LIME, AND WATER". NATURALLY THESE STATEMENTS ARE EXTREME
SIMPLIFICATIONS. THEY BRING TO MIND A MAGICIAN BREAKING EGGS INTO
A TOP HAT ANA PULLING OUT AN OMELETTE.
ACTUALLY, IT IS NOT EASY TO TRANSFORM AND ALTER THESE BASIC NATU

1 RAL MATERIALS TO TURN THEM INTO PLASTIC. YOU NEED COMPLICATED
EQUIPMENT, SCIENTISTS, ENGINEERS, 'AND EXPERT TECHNICIANS.' FOR
EXAMPLE, LET US OUTLINE THE MANUFACTURING PROCESSES REQUIRED
TO PRODUCE SYNTHETIC RESIN, MELAMINE, FORMALDEHYDES, WHICH ~tS
A COMBINATION OF THE LAST TWO.
THE BASIC MATERIALS ARE MELAMINE WITH CARBON, CHALK, AND AIR.
WE DO NOT USE ACTUAL .CARBON AS AN INGREDIENT; WE RESORT TO
COKE, WHICH iS A DERIVATIVE OF CARBON AND IS OBTAINED AS A
SUBPRODUCT TOGETHER WITH GAS AND TAR WHEN BITUMINOUS CARBON
IS HEATED IN AN OVEN, THE CHALK IS ALSO NOT USED AS AN INGREDIENT
IN THE MANUFACTURING OF MELAMINE, INSTEAD THE LIME OBTAINED WITH
CARBON BIOXlDE, WHEN THE CHALK 1S HEATED IN AN OVEN IS USED. FI-NALLY, NEITHER DO WE USE AIR. INSTEAD, WE USE THE NITROGEN IN THE
15.AIR WHICH WE OBTAIN 8Y COMPRESSING, EXPANDING AND COOLING THE
AIR WHICH BECOMES LIQUIFIED DURING THE PROCESS. THEN THE LIQ-UID AIR IS DISTILLED IN ORDER TO SEPARATE ITS COMPONENTS. THE
CHEMIST WORKS WITH THE THREE INGREDIENTS; COKE, LIME, AND NI-TROGEN. A MIXTURE OF LIME AND COKE IS HEATED IN AN ELECTRIC OVEN
AT A HIGH TEMPERATURE AND FORMS CALCIUM CARBIDE AND CARBON
RS a MONOXIDE. THE CALCIUM CARBIDE IS THEN HEATED WITH THE NITRO-GEN ALSO IN AN ELECTRIC OVEN AND PRODUCES CALCIUM CYANAMIDE.
THIS CHEMICAL SUBSTANCE THEN REACTS WITH WATER AND ACID TO
FORM CYANAMIDE FROM WHICH DiCYAMINIDE IS OBTAINED BY TREATING
IT WITH ALKALIS. FINALLY, THE DICYAMINlDE IS HEATED WITH AMMONIA AND METHANOL. THIS PRO-EDUCES MELAMINE, WHICH IS HOW WE NOW HAVE THE COMPONENT MELA-MINE FORMALDEHYDE.
THE MATERIALS THAT WE START WITH FOR THE MANUFACTURING OF FOR-1 ~MALDEHYDE ARE CARBON, WATER, AND AIR. FIRST THE CARBON MUST
BE CONVERTED TO COKE BY WAY OF THE PROCESS PREVIOUSLY DE-SCRIBED, THEN THE COKE IS MADE TO REACT WITH STEAM IN ORDER TO
PRODUCE HYDROGEN AND CARBON MONOXIDE. WHEN THESE TWO GASES
ARE HEATED AT HIGH PRESSURE WITH CHROMIC OXIDE AND ZINC OXIDE
OR ANOTHER CATALYST WE OBTAIN METHANOL AND MIX ITS STEAM WITH
THE OXYGEN IN THE AIR WITH THE HELP OF A CATALYST, THE RESULTING
,,.,, PRODUCT 1S FORMALDEHYDE.
NOW WE HAVE MELAMINE AND FORMALDEHYDE WHICH MUST BE COM-BINED IN ORDER TO FORM MELAMINE-FORMALDEHYDE RESIN. FOR THIS
OPERATION, THE CHEMIST USES A REACTION VAT MADE OUT OF A STAIN-LESS STEEL CALLED MARTITE. THIS HAS A MIXER, A STEAM SHIRT FOR
HEATING AND AN ELECTRIC INSTRUMENT FOR REGISTERING TEMPERA-TURFS. FIRST THE FORMALDEHYDE IS INTRODUCED INTO THE MARTiTE, THEN THE MELAMINE AND THE NECESSARY CATALYSTS; ONCE THE COM-POUND IS HEATED AND ST'IRRE~D BY THE MIXER, THE RESIN IS REMOVED
AND PUMPED THROUGH A FILTER-DAM IN ORDER TO ELIMINATE THE SOLID
IMPURITIES; THEN THE FILTERED LIQUID RESIN IS COMBINED WITH SUL- , PHITE PULP OBTAINED FROM WOOD BY MEANS OF A CHEMICAL ANO ME-CHANICAL TREATMENT IN A DOUBLE BLADED STAINLESS STEEL MIXER.
THEN THE MIXED RESIN AND THE SULPHITE PULP ARE DRIED OUT, CUT
WITH A SHEAR, AND MIXED WITH DIVERSE MODIFIERS, THAT IS, SUB-STANCES ADDED DURING THE GRINDING 1N A PELLET MILL.
THESE MODIFIERS INCLUDE DYES, LUBRICANTS AND CATALYSTS. PART
OF THE GROUND MIXTURE IS FILTERED IN ORDER TO SEPARATE THE FINE
PARTICLES WHICH ARE PACKAGED IN DRUMS AND SOLD AS PLASTIC POW-DER FOR MOLDING, THE REST OF THE MIXTURE IS COMPACTED (THAT 1S
COMPRESSED) AND RUN THROUGH A CUTTING MACHINE TO PRODUCE PE

1 LETS OF THE DESIRED SIZE; AFTER SIFTING IT IS PACKAGED IN DRUMS
AND IS SOLD UNDER~THE NAME OF GRANULATED MOLDING COMPOUND.
THIS IS A BRIEF SKETCH OF THE MANY CHEMICAL AND PHYSICAL PROC-ESSES NEEDED FOR THE TRANSFORMATION OF CARBON, CHALK, WATER, AND AIR INTO A TYPICAL PLASTIC MATERIAL SUCH AS MELAMINE-FORMAL-DEHYDE.
MODIFIERS -- MANY OTHER PROCESSES ARE USED IN THE MANUFACTUR
ING OF PLASTICS. THE ADDITION OF MODIFIERS IS OF GREAT IMPORTANCE
IN PRACTICALLY ALL CASES SINCE USUALLY SYNTHETIC RESINS BY THEM
SELVES ARE NOT APPROPRIATE FOR MOLDING PURPOSES.
DYES --ARE ALMOST ALWAYS ADDED, THESE ARE MADE OF RED CADMIUM, YELLOW CADMIUM, AND WHITE TITANIUM BIOXIDE DYES AND PIGMENTS.
LUBRICANTS -- THEY ARE GENERALLY ALSO INCLUDED AND THEY FACILI-TATE THE FILLING OF A MOLD WHEN THE MOLDING POWDER IS CONVERTED
INTO A FINISHED OR SEMIFINISHED PRODUCT.
SOME PLASTICS ACQUIRE A CHARGE OF STATIC ELECTRICITY, WHICH IS
WHY DUST ADHERES TO ITS SURFACE, IN ORDER TO OVERCOME THIS
PROBLEM, DESTATIFYERS ARE ADDED TO THE PLASTIC MIXTURE. ONE
TYPE OF THESE INCREASES THE ELECTRIC CONDUCTION ON THE SUR-FACE, THEREBY PERMITTING THE STATIC CHARGE TO ESCAPE.
EXPOSURE TO SUNLIGHT DETERIORATES SOME PLASTICS, THIS CAN BE
AVOIDED BY ADDING STABILIZING SUBSTANCES WHICH ARE COMPRISED
OF ORGANIC BARIUM ACIDS, CADMIUM, CALCIUM, AND ZINC.
OTHER MODIFIERS ACT AS FLAME RETARDANTS, AMONG THESE ARE OR
GANIC PHOSPHOROUS COMPOUNDS THAT ARE CHEMICALLY COMBINED
WITH BROMINE OR CHLORINE. WHEN MIXED WITH PLASTICS PRODUCTS
ADEQUATE FOR FILLERS SUCH AS SMOKE BLACK, CLAY, COTTON FLUFF, MICA, AND SAWDUST ADD VOLUME AND THE MATERIAL IS MADE LESS POROUS

1 THEREBY REDUCING THE TOTAL COST. PLASTICIZERS ARE ANOTHER IM
PORTANT MODIFIER, THEY COME IN LIQUID OR SOLID FORM AND ARE
ADDED TO THE PLASTIC POWDER IN ORDER TO IMPROVE FLEXIBILITY AND
ADD OTHER QUALITIES; THERE HAVE BEEN SOME 400 ORGANIC COM
POUNDS EMPLOYED AS PLASTICIZERS.
ONCE THE NECESSARY MODIFIERS HAVE BEEN ADDED, THE PLASTIC MA-TERIAL IS CONVERTED INTO POWDER, OR IT CAN BE PREPARED IN GRANU-LATED FORM, AS WITH MELAMINE-FORMALDEHYDE RESIN WHICH HAS BEEN
PREVIOUSLY DESCRIBED. IT CAN ALSO 8E SOLD AS PELLETS OR CHIPS.
IT IS NOW READY TO BE MADE INTO FINISHED OR SEMIFINISHED PROD-UCTS.
IMPORTANT GROUPS -- TODAY THERE ARE THOUSANDS OF DIFFERENT
PLASTIC MATERIALS WHICH ARE COMMERCIALIZED UNDER A PROFUSION
pF BRAND NAMES SUCH AS: HERCULOID, NITRON, AND ROWLAND CN, FOR
EXAMPLE: ARE TRADEMARKS OF CELLULOID NITRATE, BEETLE , PLASKON, AND CATALIN ARE TRADEMARKS OF UREA-FORMALDEHYDE, STYRON, LUSTREX AND BAKELITE POLYSTYRENE ARE TRADEMARKS OF POLYSTY-RENE; OBVIOUSLY IT WOULD BE IMPOSSIBLE TO NAME EACH OF THE AVAIL-ABLE PLASTIC PRODUCTS IN THIS BRIEF LIST, NOT TO MENTION THE STILL
NUMEROUS TRADEMARKS BY WHICH THEY. ARE KNOWN. iN THE FOLLOW-ING PARAGRAPHS I WILL ENUMERATE THE MOST IMPORTANT GROUPS OF
PLASTICS ALONG WITH A BRIEF DESCRIPTION OF THE CHARACTERISTICS
AND USES OF EACH ONE.
ACRYLIC RESINS -- ARE THERMOPLASTIC MATERIALS WHICH ARE KNOWN
FOR THEIR STRENGTH, RESISTANCE TO THE OUTDOORS, AND TRANSPAR-ENCY POLYMETACRYLATES THE MOST IMPORTANT RESIN IN
THIS GROUP AND IS BETTER KNOWN BY ITS COMMERCIAL NAMES OF
pLEXiGLASS AND LUCITE.

1 IT REMAINS TRANSPARENT IN SPITE OF DIFFERENT CLIMATIC CONDITIONS, IT RESISTS BLOWS, IT BURNS SLOWLY AND DOES NOT BECOME BRITTLE
WHEN COOLED: fT IS USEFUL FOR SIGNS, AUTOMOBILE TAILLIGHTS, HAIR-BRUSH HANDLES, COMBS, AND JEWELRY, IT ADAPTS VERY WELL TO MAT~-RIALS THAT tMITATE GLASS, ITS USED IN AEROPLANES DUE TO ITS TRANS-PARENCY AND RESISTANCE TO METEOROLOGICAL CONDITIONS.
ALCHIDIC .RESINS -- THESE ARE THERMOSTABLE, THEY MAKE GOOD ELEC-TRIG ISOLATORS AND ARE RESISTANT TO HEAT; IT IS USED IN PAINTS, :,' '10 ENAMELS, GLOSS PAINTS, ADHESIVES AND PRINTING INKS. ALCHIDIC PLAS-TIC MATERIALS ARE USED IN ELECTRIC SWITCHES, FUSES, AUTOMOBILE
IGNITIONS AND BASEBOARDS FOR ELECTRIC TUBES.
ALILIC RESINS -- ARE THERMOSTABLE PLASTICS THAT MAKE EXCELLENT
.ELECTRIC ISOLATORS AND HAVE A LOW LEVEL OF WATER ABSORPTION
AS WELL AS LITTLE CONTRACTION DURING AND AFTER THE MOLDING
PROCESS. THEY ARE USED IN THE MANUFACTURING OF AUTOMOBILE IG-NITIONS AND DISTRIBUTOR CAPS SWITCHBOARDS, BASEBOARDS FOR
ELECTRIC AND ELECTRONIC TUBES, AND OTHER ELECTRIC AND ELEC-,~~ TRONIC COMPONENTS. THE ALILiC RESIN CALLED DYALIFTHALYDE PRO-VIDES A SAFE ISOLATOR IN THE MOST ADVERSE CONDITIONS OF TEM-PERATURE AND HUMIDITY, IT IS FORT THIS REASON THAT IT WAS EMPLOYED
IN THE TERMINAL EQUIPMENT OF THE FIRST TRANSOCEANIC TELEPHONE
CABLE.
AMINORESlNS -- MAKE UP A GROUP OF THERMOSTABLE PLASTICS THAT
INCLUDES MELAMINE FORMALDEHYDE RESIN. MOLDED AMINIC PRODUCTS
ARE TRANSLUCENT OR OPAQUE, THEY ARE ALSO SHINY DYES TAKE WELL
TO THEM AND THEY ARE TOTALLY DEVOID OF ANY SMELL OR TASTE.
MELAMINE-FORMALDEHYDE RESIN HAS A LOW HUMIDITY ABSORPTION
COEFFICIENT AND PROVIDES A HARD SMOOTH SURFACE. AS A RESULT 11 1 IS GREATLY EMPLOYED FOR TABLEWARE, BUTTONS, BOXES FOR HEAD-PHONES AND DISTRIBUTOR CAP HEADS. UREA-FORMALDEHYDE RESIN IS
USEFUL FOR AMONG OTHER THINGS TO MAKE RADIO BOXES AND OTHER
ELECTRIC DEVICES.
CASEINIC PLASTICS -- ARE CREATED BY THE REACTION. OF FORMALDE-HYDE TO CASEIN, WHICH RESULTS iN A MATERIAL THAT IS THERMOSTA-BLE, HARD AND HAS A HORNED ASPECT.
THESE PLASTICS HAVE A SHINY SURFACE POLISH AND COME IN A WIDE
:,~, RANGE OF COLORS, THEY ARE USED TO MANUFACTURE BUTTONS, BEADS, GAME BOARDS, PUSH BUTTONS FOR MACHINES, KNITTING NEEDLES, AND
TOYS.
CELLULOSICS -- THESE ARE CELLULOSE DERIVATIVES THAT FORM A GROUP
THAT INCLUDES CELLULOSE ACETATE, THEY ARE THERMOPLASTIC, RESIST-ANT AND COME IN A VARIETY OF COLORS, CELLULOSE ACETATE IS THE
MOST WIDELY USED OF THE CELLULOSICS; IT IS USED TO MAKE FIBRES
(RAYON ACETATE), PHOTOGRAPHIC FILM, BUTTONS, COMBS, EYEGLASS
FRAMES, LAMPSHADES, VACUUM CLEANERS, AND FLOOR POLISHERS. THE
PRODUCTS THAT ARE MOLDED WITH THIS MATERIAL ARE SOFT TO THE
TOUCH AND RESIST DETERIORATION; FINGERPRINTS ARE EASILY RE-MOVED.
BUTYRATE OF CELLULOSE ACETATE IS MORE RESISTANT THAN CELLULOSE
ACETATE AND ABSORBS LESS HUMIDITY, IT IS RESISTANT TO THE BEHAV-IOUR OF ATMOSPHERIC AGENTS AND IS EASILY CLEANED, IT IS IDEAL FOR
AUTOMOBILE STEERING WHEELS , PORTABLE RADIO BOXES, TOOL HAN-DLES, AND TELEPHONE RECEIVERS.
EPOXIC RESINS -- ARE THERMOSTABLE CHEMICALLY RESISTANT, DURA-BLE, FLEXIBLE, AND STRONG PLASTICS. THEY PROVIDE EXCELLENT PRO-TECTlVE COVERINGS, ARE USEFUL AS PRIMERS, FINAL PAINTS, AND VAR-NISHES SUCH AS, COATINGS AND LININGS FOR CANS, DRUMS, PIPES, RE-' CA 02381540 2002-O1-15 CIPIENTS, AND TANKER TRUCKS. THESE RESINS MAKE EXCELLENT ADHE-SIVES, THEY ARE ALSO BEING USED MORE AND MORE FOR MOLDING AND
CASTING AND LAMINATING. THE LAMINATES OR COMBINED LAYERS OF
EPOXIC RESINS AND PRODUCTS MADE WITH FIBERGLASS HAVE BEEN
WIDELY USED IN ELECTRICAL CIRCUITS, PRINTINGS, AVIATION, MACHIN-ERY HOUSINGS, TANKS, AND TOOLS.
FLOUROCARBONS -- OUTSTANDING FOR THEIR DURABILITY, THEY RESIST
CHEMICAL SUBSTANCES, FLAME, HEAT, AND OUTDOOR CONDITIONS.
t''t0 THESE THERMOPLASTICS ARE FLEXIBLE AT LOW TEMPERATURES, ARE
GOOD ELECTRIC ISOLATORS, THEY ARE USED FOR MANUFACTURING
VALVES, PUMPING EQUIPMENT DIAPHRAGMS, PACKAGING, NON-LUBRICAT-ING RODS, ELECTRICAL COMPONENTS, WIRE AND PIPE COVERINGS.
PHENOLIC RESINS -- ARE THERMOSTABLE PLASTICS THAT ARE SOLID, 15 RIGID, AND HAVE ANTITHERMIC RESISTANCE. THEY HAVE A NATURALLY
DARK COLOR AND USUALLY DO NOT COME IN THE RANGE OF BRIGHT
COLORS WHICH THE PUBLIC GENERALLY ASSOCIATES WITH PLASTICS.
PHENOLICS ARE USED FOR PARTS OR ITEMS THAT REQUIRE SPECIAL ME-CHANICAL OR ELECTRIC QUALITIES MORE THAN AN ABILITY TO COLOR
20 WELL. AMONG OTHER THINGS THEY ARE USED FOR CAMERA CASINGS, DISTRIBUTOR CAPS, ELECTRIC IRON HANDLES, SWITCHES, TELEPHONES, BASEBOARDS, TELEPHONES., AND WASHING MACHINE PADDLES, IN LIQUID
FORM THEY ARE USED AS PROTECTIVE COATINGS AND ADHESIVES AS
WELL AS FOR THE MANUFACTURING OF LAMINATES.
25 POLYAMIDIC RESINS -- NYLON IS THE MOST WIDELY KNOWN OF THESE. iT
IS NOT ONE PLASTIC BUT A GROUP OF PLASTICS IN WHICH EACH ONE HAS
ITS OWN PHYSICAL CHARACTERISTICS AND SPECIAL USES. THE WORD
NYLON SUGGESTS FABRICS, PANTYHOSE, OR BRISTLES FOR BRUSHES TO
30 THE GENERAL PUBLIC BUT THESE ARE ONLY A FEW OF !TS MULTIPLE USES.

' CA 02381540 2002-O1-15 - '~
SINCE NYLON BASED PRODUCTS ARE STRONG AND CAN WITHSTAND ABRA-SION, HEAT, AND CHEMICAL MATERIALS, THEY ARE SHAPED TO MAKE
GEARS, BEARINGS, SPEEDOMETER CAMS, PARTS FOR COMMERCIAL MA-CHINERY AND DOMESTIC APPLIANCES, THEY ARE ALSO USED TO MAKE
RIFLE BUTTS, ROTATING SWITCHES, SILVERWARE HANDLES, AND ZIPPERS.
POLYCARBONATE RESINS -- IT RESISTS CHEMICAL SUBSTANCES, HEAT, BLOWS AND INTEMPERATE WEATHER CONDITIONS. THIS THERMOPLAS-TIC IS USED TO MAKE DIFFERENT AEROPLANE PARTS, CARS, AND COM-'~'~".~ '1p MERCIAL CALCULATORS AND HAS A LOT OF USES IN THE MANUFACTUR-ING OF ELECTRONIC AND ELECTRIC DEVICES THE SAME AS WITH
ALUMINUM, TIN, AND COPPER, BUT DIFFERENT FROM OTHER PLASTICS IT
CAN BE WORKED COLD ( THAT IS IT CAN BE MOLDED WITHOUT HEAT), ' THROUGH LAMINATING, PRESSURE, AND STRETCHING iN ORDER TO MANU-~5 FACTURE RECORDS AND PIPES.
POLYESTER RESIN -- ITS COMPONENTS ARE THERMOSTABLE, EXCELLENT
ELECTRICAL ISOLATORS, THEY PRESENT A LOW INDEX OF HUMIDITY AB-SORPTION AND ARE RESISTANT AGAINST HEAT. THEY ARE WIDELY USED
FOR COATINGS. POLYESTER MADE OUT OF FIBERS COMMONLY KNOWN
w~,20 AS DACRON HAS BECOME VERY IMPORTANT IN THE TEXTILE INDUSTRY, WHEN THEY ARE REINFORCED WITH FIBERGLASS, SYNTHETIC FIBERS AND
OTHER MATERIALS, POLYESTER RESINS CAN BE MOLDED TO MAKE DIF
FERENT PRODUCTS WHICH HAVE OUTSTANDING ELECTRIC CHARACTER
ISTICS ANA ARE LIGHT AND STRONG AND CAPABLE OF WITHSTANDING
2S BLOWS.
THESE REINFORCED. MATERIALS ARE USED IN THE MANUFACTURING OF
PANELS FOR CONSTRUCTION, ELECTRICAL COMPONENTS, AND MANY
OTHER PRODUCTS.
30 pOLYETHlLENE -- IS AMONG THE MOST USED PLASTICS, AMONG THERMO-' CA 02381540 2002-O1-15 PLASTIC MATERIAL IT IS STRONG AND CAN BE MADE RIGID OR FLEXIBLE, RESISTANT TO HEAT AND COLD AND IS AN EXCELLENT ELECTRIC ISOLA-TOR. ITS MANY USES INCLUDE FAUCETS AND PIPES, WRAPPING FOR ELEC-TRiC CABLES, BUCKETS, RIGID AND SQUEEZABLE BOTTLES, GLASSES, PLASTICS FOR DRINKING OUT OF, PLATES, BRUSH HANDLES, AND TOYS
AND IN FILM AND LAMINATE FORM IT IS USED FOR BAGS OF CANDY AND
OTHER FOODS, RAIN RESISTANT CLOTHING, WEATHER BALLOONS, FREEZER BAGS AND PROTECTION AGAINST HUMIDITY UNDER CEMENT AND
INSIDE WALLS. HIGH DENSITY POLYETHYLENE IS RIGID, WATER RESIST-ANT, CLIMATE RESISTANT, WITHSTANDS ACIDS FROM FOODS, AND ABRA-SIONS AND IS EASILY CLEANED WHICH IS WHY IT IS WIDELY USED TO MAKE
GARBAGE CANS.
POLYPROPYLENE -- IS A THERMOPLASTIC THAT HAS MANY VALUABLE
(QUALITIES. IT IS LIGHT, STRONG, RESISTS CHEMICAL PRODUCTS, BOIL-ING WATER, AND CRACKING. IT IS A GOOD ELECTRICAL ISOLATOR; IT IS
USED TO MAKE PLATES, FAUCETS, PIPES, VALVES, BOTTLES, ACCUMULA-TOR HOUSINGS, REFRIGERATOR PARTS, TEXTILE MACHINERY COMPO-VENTS, DOMESTIC ARTICLES, AND WIRE AND CABLE ISOLATION. LABORA-TORY EQUIPMENT MADE FROM POLYPROPYLENE WITHSTANDS BLOWS, TEMPERATURES OF UP TO 140 DEGREES C. AND WITHSTANDS CHEMICAL
PRODUCTS AND CRACKING.
POLYSTYRENES -- ARE THERMOPLASTICS THAT ARE NOTED FOR THEIR
TRANSPARENCE, HARDNESS, SHININESS, AND ELECTRICAL QUALITIES AND
CAN BE MANUFACTURED IN A WIDE VARIETY OF COLORS, ITS USES ARE, KITCHEN UTENSILS, RECIPIENTS FOR REFRIGERATING FOOD, DASH-BOARDS, TILES, PORTABLE RADIO HOUSINGS, PACKAGING BOXES, HAN-DLES, AND TOYS.
RIGID POLYSTYRENE FOAM CAN BE COMMERCIALLY OBTAINED IN THE FORM

1 OF SLABS, BLOCKS, AND AS PELLETS THAT CAN BE CRUSHED AND MADE
INTO PLASTIC FOAM, IT IS USED FOR PACKAGING AND AS INTERMEDIATE
PANELS IN BUILDINGS.
SILICONS -- ARE RESISTANT TO CHEMICAL PRODUCTS, HEAT, WATER, AND
INTEMPERATE CONDITIONS AND ARE VERY GOOD ELECTRICAL ISOLATORS.
THESE THERMOSTABLE PLASTICS ARE USED IN AVIATION, IN MISSILES, CONNECTORS, PLUGS, ISOLATORS FOR GENERATORS, SWITCHBOARD
PARTS AND CONTROL PANELS FOR TERMINALS.
;" 10 URETHANE RESINS -- ARE THERMOPLASTIC MATERIALS THAT MAKE UP
FLEXIBLE AND RIGID FOAMS THAT ARE STRONG, LIGHT, AND RESIST HU-MIDITY THE FLEXIBLE ONES HAVE PROVEN TO BE USEFUL IN CAR SEATS
AND AEROPLANES, MATTRESSES, CRASH PILLOWS, FURNITURE STUFFING, CLOTHING, PROTECTIVE PACKAGINGS AND THERMIC ISOLATION FOR
TANKS. THE RIGID FOAM IS USEFUL AS INSULATION AGAINST COLD
WEATHER AND FOR PACKAGING. THESE RESINS ARE ALSO USED AS AD-HESIVES, BRUSH BRISTLES, AND SOLID PLASTIC PRODUCTS.
VYN.fLIC RESINS -- OR VINYLS, ARE STRONG THERMOPLASTICS, GOOD ELEC
TRICAL ISOLATORS, RESISTANT TO CHEMICAL PRODUCTS AND THEY COME
IN MANY COLORS; THEY ARE USED FOR TILES, PURSES, RECORDS, RAIN
COATS, SHOWER CURTAINS, UPHOLSTERY, HOSES, ELECTRIC PLUGS, AND
'ISOLATION FOR WIRES AND CABLES.
THROUGH THIS ESSAY, WE HAVE ATTEMPTED TO CREATE AN IDEA OF WHAT
THE TECHNOLOGICAL ADVANCES IN HIGH ENGINEERING IN PLASTICS REP
RESENT FOR AND OFFER TO MANKIND UP TO TODAY

1 DESCRIPTION OF THE INVENTION .
THE CHARACTERISTIC DETAILS OF THIS MAINTENANCE FREE SLIDING
FLOODGATE SYSTEM WITH AND WITHOUT THE OPERATING MECHANISM, MADE OF PLASTIC MATERIAL, IS SHOWN fN THE 22 DRAWINGS THAT ARE
ATTACHED, IN WHICH THE PARTS THAT MAKE IT UP ARE DETAILED.
FIGURE 1 IS AN OVERVIEW OF A SQUARE OR RECTANGULAR FLOODGATE, IN ONE PIECE WITHOUT THE MECHANISM SHAPED, LIKE A MANUAL SHOVEL
HANDLE.
FIGURE 2 IS THE FRAME OF A SQUARE OR RECTANGULAR FLOODGATE, IN
ONE PIECE WITHOUT THE MECHANISM, SHAPED LIKE A MANUAL SHOVEL
HANDLE.

IN ONE PIECE WITHOUT THE MECHANISM, WITH A STRAIGHT PLATE HAN
DLE.
FIGURE 4 IS THE FRAME OF A SQUARE OR RECTANGULAR FLOODGATE, IN
ONE PIECE WITHOUT THE MECHANISM WITH A STRAIGHT PLATE HANDLE.

BUT WITH TWO OR MORE PARTS, WITH A MECHANICAL JOINT, SHAPED LIKE
A STRAIGHT SHOVEL HANDLE.
FIGURE 6'!S AN ENTIRE FLOODGATE WITHOUT THE MECHANISM, WITH TWO
OR MORE PARTS, WITH A MECHANICAL JOINT AND A STRAIGHT PLATE HAN-DLE.
FIGURE 7 IS AN ENTIRE FLOODGATE SYSTEM WITH THE MECHANISM, SHAPED LIKE A MANUAL SHOVEL HANDLE.

SHAPED LIKE A STRAIGHT PLATE HANDLE.

OR RECTANGULAR FLOODGATE.

' CA 02381540 2002-O1-15 1 FIGURE 10 REFERS TO A MANUALLY OPERATED TRAPEZOIDAL FLOODGATE.

NISM.

MECHANISM.
FIGURE 13 REFERS TO THE SHEET'S GUIDE FRAMES ON THE FLOODGATE
WITH THE MECHANISM.

MECHANISM.

THE MECHANISM.

NISM.

MECHANISM.

WITH THE MECHANISM.
FIGURE 19 SHOWS A RECTANGULAR OR SQUARE FLOODGATE SYSTEM, ~'"~ 20 WITH THE MECHANISM THAT IS OPERATED BY A CRANK.

WITH AN OPERATING HANDWHEEL SYSTEM PARALLEL TO THE FLOODGATE
BLADE.
FIGURE 21 , IS AN OVERVIEW OF A CONCAVE FLOODGATE WITH RADIAL
MOTION, IN ONE PIECE, WHICH 1S OPERATED BY BEARINGS OR PELLETS
ON THE RIBBING LOCATED ON THE FLOODGATE BLADE.
FIGURE 22 REFERS TO A FLOODGATE SYSTEM WITH RADIAL MOTION, IN
TWO OR MORE PARTS, WHICH FUNCTIONS BY AN OPERATING HANDWHEEL, GEARS AND RODS, OR LIFT SCREWS ALL SYNCHRONIZED IN ORDER NOT

BY THE SAME TOKEN, WE WILL PROCEED TO DESCRIBE EACH ONE OF THE
PARTS THAT MAKES EACH SYSTEM OR EACH FIGURE.

GATE SHEET, SHAPED LIKE A SHOVEL, WHICH IS A SQUARE OR RECTAN
GULAR PLATE AT THE BOTTOM (1 ). IT IS THE AREA USED TO OBSTRUCT
THE WATER FLOW, IT CONTINUES UPWARD FROM THE UPPER MIDDLE SEC
TION OF THE PLATE SHAPED LIKE A SQUARE BAR (2j; AND HAS BOREHOLES
°~~~~ 10 (3j AT CERTAIN INTERVALS ALONG THE LENGTH OF THE BAR, AND
FINALLY
ENDS IN THE SHAPE OF A MANUAL SHOVEL HANDLE (4j WHICH ALLOWS
THE FLOODGATE TO BE RAISED.
FIGURE 2 SHOWS THE COMPLEMENT TO THE SYSTEM, WHICH IS A U
SHAPED FRAME THAT FUNCTIONS AS A GUIDE WHICH PREVENTS THE
FLOODGATE SHEET FROM DERAILING AS IT SLIDES VERTICALLY, ITS SIDE
BARS, WHICH HAVE TRACKS (1 ), AS WELL AS THE LOWER BAR (2) ARE SUB-MERGED IN AND ANCHORED TO THE CANAL'S CONCRETE FLOOR RESPEC-TIVELY, WHILE THE UPPER BAR OF THE FRAME (3) IS SLOTTED ALONG ITS
ENTIRE LENGTH IN ORDER TO ALLOW THE FLOODGATE SHEET TO BE
RAISED. THE MIDDLE PART. OF SAID BAR IS ALSO SLOTTED ALONG ITS
WIDTH (4) SO THAT IT CAN BE ATTACHED TO THE DIFFERENT BOREHOLES
ON THE BAR OF THE FLOODGATE PLATE.
THIS SYSTEM IS OPERATED MANUALLY AND FUNCTIONS IN THE FOLLOW
ING MANNER: THE FLOODGATE PLATE SLIDES UPWARD VERTICALLY BY
WAY OF ITS HANDLE, AND ACCORDING TO THE BOREHOLES ON THE BAR
OF THE FLOODGATE PLATE CAN BE STOPPED AT ANY ONE OF THEM WITH
A BIT MADE OUT OF THE SAME OR ANOTHER MATERIAL IN THE BOREHOLE
IN THE UPPER BAR OF THE FRAME, DEPENDING THE WATER FLOW TO BE
MANAGED.

1 THIS WAY, THE FLOODGATE SHEET CREATES A SEAL WITH THE LOWER
BAR OF THE FRAME WHICH FUNCTIONS AS A SEAT WHILE IT IS IN THE
CLOSED POSITION.
IN FIGURE 3, THE SYSTEM IS MADE UP OF A ONE PIECE FLOODGATE SHEET
SHAPED LIKE A PADDLE IN WHICH THE PLATE IS SQUARE.OR RECTANGU-LAR AT THE BOTTOM (1j, WHICH IS THE PART USED TO OBSTRUCT THE
WATER FLOW, AND CONTINUES UPWARD FROM THE UPPER MIDDLE PART
OF THE SHEET SHAPED LIKE A NARROWER SHEET (2j, AND WHICH HAS
1B BOREHOLES (3j AT CERTAIN DISTANCES ALONG THE LENGTH OF THE
SHEET, FINALLY ENDING IN AN OPENING IN ITS UPPER SECTION (4j, SO
THAT IT CAN BE OPERATED MANUALLY WHICH, PERMITS RAISING OF THE
FLOODGATE.

SHAPED FRAME WHICH FUNCTIONS AS A GUIDE SO THAT THE FLOODGATE
PLATE DOES NOT DERAIL AS IT IS MOVING VERTICALLY
IN SAID FRAME !TS SIDE BARS (1j AS WELL AS ITS LOWER BARS (2j ARE
ANCHORED TO AND SUBMERGED IN THE CANAL'S CONCRETE, FLOOR RE-SPECTIVELY , WHILE THE TOP BAR (3j QF THE FRAME IS SLOTTED ALONG
2o ITS LENGTH IN ORDER TO ALLOW THE FLOODGATE SHEET TO BE RAISED.
THE CENTER OF SAID BAR ALSO HAS BOREHOLES SO THAT IT CAN BE AT-TACHED TO THE DIFFERENT BOREHOLES IN THE FLOODGATE'S NARROWER
SHEET.
THE SYSTEM IS OPERATED MANUALLY AND WORKS THE FOLLOWING WAY:
THE FLOODGATE SHEET SLIDES UPWARD VERTICALLY FROM THE OPEN-ING IN THE NARROWER SHEET, AND DEPENDING ON THE BOREHOLES IN
THE UPPER BAR OF THE FLOODGATE PLATE CAN BE STOPPED AT ANY ONE
OF THESE WITH A BIT MADE QF THE SAME OR ANOTHER MATERIAL IN THE
3~ BOREHOLE IN THE UPPER PART OF THE FRAME, DEPENDING ON THE WA-a CA 02381540 2002-O1-15 1 TER FLOW TO BE MANAGED.
THIS WAY THE FLOODGATE SHEET IS SEALED TO THE LOWER BAR OF THE
FRAME THAT FUNCTIONS AS A SEAT WHEN IT IS IN THE CLOSED POSITION.
IN FIGURE 5, THE SYSTEM IS MADE UP OF A SINGLE FLOODGATE SHEET
WHICH IS SHAPED LIKE A PADDLE THAT HAS A SQUARE OR RECTANGULAR
SHEET AT THE BOTTOM (1) WHICH IS THE AREA USED TO OBSTRUCT THE
WATER FLOW, IT CONTINUES UPWARD FROM THE UPPER MIDDLE SECTION
OF THE SHEET IN THE FORM OF A SQUARE BAR (2); AND WHICH HAS
80REHOLES (3) AT SET INTERVALS ALONG THE LENGTH OF THE BAR, END-iNG IN THE SHAPE OF A MANUAL SHOVEL HANDLE (4), WHICH PERMITS
THE FLOODGATE TO BE.RAISED. IT CONTAINS A MECHANICAL JOINT THAT
CONNECT THE FLOODGATE SHEET TO THE LIFT BAR, IT ALSO HAS A U
SHAPED FRAME WHICH F-UNCTIONS AS A GUIDE THAT PREVENTS THE
FLOODGATE SHEET FROM pERAIL1NG WHILE SLIDING VERTICALLY
IN SAID FRAME, THE SIDE BARS WHICH ARE GROOVED (6), AS WELL AS
THE LOWER BAR (7), ARE SUBMERGED IN ANA ANCHORED TO THE CANAL'S
CONCRETE FLOOR RESPECTIVELY, WHILE THE UPPER BAR (t3), IS SLOT-TED ALONG ITS LENGTH IN ORDER TO ALLOW THE FLOODGATE SHEET TO
BE RAISED. THE MIDDLE PART OF SAID BAR IS ALSO SLOTTED ALONG ITS
WIDTH (9) SO THAT IT MATCHES THE DIFFERENT BOREHOLES IN THE BAR
ON THE FLOODGATE SHEET.
THIS SYSTEM IS OPERATED MANUALLY AND WORKS THE FOLLOWING WAY:
THE FLOODGATE SHEET SLIDES UPWARD VERTICALLY BY ITS HANDLE, AND
DEPENDING ON THE BOREHOLES IN THE BAR OF THE FLOODGATE SHEET
IT CAN BE STOPPED AT ANY ONE OF THEM WITH A BIT MADE OF THE SAME
OR ANOTHER MATERIAL, IN THE BOREHOLE AT THE TOP OF THE FRAME, DEPENDING ON THE WATER FLOW MANAGEMENT REQUIRED.

TION.

AT THE BOTTOM (1 ), WHICH IS THE PART USED TO OBSTRUCT THE WATER
FLOW, !T CONTINUES UPWARD FROM THE UPPER MIDDLE PART OF THE
SHEET IN THE FORM OF A NARROWER SHEET (2); AND HAS BOREHOLES
(3) AT CERTAIN INTERVALS ALONG ITS LENGTH, FINALLY ENDING IN AN
OPENING AT ITS UPPER END (4) SO THAT IT CAN BE MANUALLY OPERATED
WHICH PERMITS THE FLOODGATE TO BE RAISED. IT HAS A MECHANICAL
JOINT (5) WHICH JOINS THE FLOODGATE SHEET TO THE SHEET. THE COM-GUIDE TO PREVENT THE FLOODGATE SHEET FROM DERAILING AS IT SLIDES
VERTICALLY
IN SAID FRAME, ITS SIDE BARS (6), AS WELL AS ITS BOTTOM BAR (7) ARE
ANCHORED TO AND SUBMERGED IN THE CANAL'S CONCRETE FLOOR RE-SPECTiVELY, WHILE THE UPPER BAR (8} OF THE FRAME IS SLOTTED ALONG
ITS ENTIRE LENGTH IN ORDER TO PERMIT THE PASSAGE OF THE FLOOD-GATE SHEET THE CENTER PART OF SAID BAR IS ALSO SLOTTED ALONG ITS
WIDTH (9) SO THAT IT CAN MATCH THE DIFFERENT BOREHOLES IN THE
NARROWER SHEET OF THE FLOODGATE SHEET.
THIS SYSTEM IS OPERATED MANUALLY AND WORKS THE FOLLOWING WAY:
THE FLOODGATE SHEET SLIDES UPWARD VERTICALLY, OPERATED FROM
THE OPENING !N THE NARROWER SHEET AND IN DEPENDING ON THE
BOREHOLES IN THE BAR OF THE FLOODGATE SHEET CAN BE STOPPED AT
ANY ONE OF THEM USING A BIT MADE FROM THE SAME OR ANOTHER MA-TERiAL, DEPENDING ON THE WATER FLOW TO BE HANDLED.
IN THE SAME WAY, THE FLOODGATE SHEET IS SEALED TO THE LOWER BAR

POS iTION.
IN FIGURE 7, THE SYSTEM IS MADE UP OF A FLOODGATE SHEET IN ONE
PIECE OR WITH A MECHANICAL JOINT. THE SHEET IS PADDLE SHAPED, AND HAS SQUARE OR RECTANGULAR SHEET AT THE BOTTOM (1) WHICH IS
THE PART USED TO OBSTRUCT THE WATER FLOW, IT CONTINUES TOWARDS
THE TOP FROM THE UPPER MIDDLE PART OF THE SHEET IN THE FORM OF
A ZIPPER (2) FINALLY ENDING IN THE SHAPE OF A MANUAL SHOVEL HAN
<~~
DLE (3).
THE COMPLEMENT TO THE SYSTEM LS A U-SHAPED FRAME (4), WHICH

AS IT SLIDES. VERTICALLY
IN THIS FRAME, THE TRACKED SIDE BARS (5), AS WELL AS THE LOWER
BAR (6) ARE ANCHORED TO AND SUBMERGED IN THE CANAL'S CONCRETE
FLOOR AND WALLS, RESPECTIVELY THE UPPER BAR (7) OF THE FRAME 1S
SLOTTED ALONG ITS ENTIRE LENGTH IN ORDER TO ALLOW THE FLOOD
GATE .SHEET TO BE RAISED. THERE IS ALSO A RAISING MECHANISM IN
THE CENTER OF THIS BAR WHICH IS MADE UP OF A GEAR (8), DRIVEN BY A
CRANK OR A WHEEL (9) WITH A GEAR AT ITS BASE. THE SYSTEM FUNCTIONS
THE FOLLOWING WAY: THE FLOODGATE SHEET SLIDES VERTICALLY UPWARD
THROUGH ITS RAISING MECHANISM DEPENDING ON THE TEETH IN THE ZIP
PER ON THE FLOODGATE SHEET AND CAN BE STOPPED AT THE LEVEL OF
ANY ONE OF THESE USING THE GEAR ON THE MECHANISM, WHEEL, OR
WYNCH, DEPENDING ON THE WATER FLOW TO BE HANDLED.
BY THE SAME PRINCIPLE, THE FLOODGATE SHEET SEALS TO THE LOWER

POS ITl ON.
IN FIGURE 8, THE SYSTEM HAS A ONE PIECE FLOODGATE SHEET OR A

9 SHEET WITH A MECHANICAL JOINT, SHAPED LIKE A PADDLE THAT IS A.
SQUARE OR RECTANGULAR SHEET AT THE BOTTOM (9), THE PART USED
TO OBSTRUCT THE WATER FLAW, IT CONTINUES UPWARD FROM THE UP-PER MIDDLE SECTION OF THE SQUARE SHAPED SHEET IN THE SHAPE OF A
NARROWER SHEET (2j, AND IN A ZIPPER FORM (3), TO END 1N AN OPENING
AT TH~ TOP (4). ' THE COMPLEMENT TO THE SYSTEM IS A U-SHAPED FRAME THAT FUNC
TIONS AS A GUIDE SO THAT THE FLOODGATE SHEET DOES NOT DERAIL AS
IT IS SLIDING VERTICALLY
. IN SAID FRAME, THE SIDE BARS (5), AS WELL AS THE BOTTOM BAR (6) ARE
ANCHORED TO AND SUBMERGED IN THE CANAL'S, CONCRETE WALLS AND
FLOOR RESPECTIVELY , WHILE THE UPPER BAR (7j OF THE FRAME IS SLOT-TED ALONG ITS ENTfRE LENGTH SO THAT THE FLOODGATE PLATE CAN GO
5 THROUGH IT. THE CENTER OF THE BAR HAS A RAISING MECHANISM THAT
IS MADE -UP OF A GEAR (8) THAT WORKS BY MEANS OF A WYNCH OR A
WHEEL (9) WITH A GEAR AT ITS BASE. THIS SYSTEM FUNCTIONS THE FOL-LOWING WAY: .
THE FLOODGATE SHEET SLIDES UPWARD VERTICALLY THROUGH ITS RAIS-ING MECHANISM. DEPENDING ON THE TEETH IN THE SHEET WITH THE
ZIPPER FORM ON THE FLOODGATE SHEET IT CAN BE STOPPED AT ANY
ONE OF THESE USING THE GEAR ON.THE MECHANISM, THE WHEEL, OR
YYYf~Gtl, DEPENDING ON THE WATER FLOW TO BE HANDLED.
THIS WAY, THE FLOODGATE SHEET SEALS TO THE LOWER BAR OF THE
FRAME, WHICH FUNCTIONS AS A SEAT WHEN IT IS IN THE CLOSED POSI-TION.
WITH RESPECT TO FIGURE 9, WE OBSERVE THAT THIS SYSTEM CONTAINS
ONE FLAT SQUARE OR RECTANGULAR FLOODGATE SHEET WHICH IS IN ONE
PIECE AND LARGER THAN THE UPPER LIMIT OF THE FRAME OF THE FLOOD

1 GATE. THIS FLOODGATE SHEET HAS TWO OVAL SHAPED BOREHOLES (2j AT THE TOP AND HAS TWO CIRCULAR BOREHOLES (3j AT EACH SIDE IN
THE UPPER PART OF THE FLOODGATE SHEET.
THE SYSTEM IS COMPLEMENTED BY A FRAME THAT FUNCTIONS AS A GUIDE
FOR THE MOVEMENT OF THE FLOODGATE SHEET THE SIDE BARS OF. THE
FRAME (4j ARE GROOVED AND ARE ANCHORED AND SUBMERGED IN THE
CANAL'S CEMENT FLOOR; THE LOWER BAR OF THE FRAME (5j IS NOT
GROOVED SO THAT IT CAN FUNCTION AS A SEAT FOR THE FLOODGATE
SHEET, AND THE UPPER BAR OF THE FRAME IS SLOTTED ALONG ITS
LENGTH IN ORDER TO PERMIT THE FLOODGATE SHEET TO SLIDE.
THE OPERATION OF THE SYSTEM IS MANUALLY BASED, THE FLOODGATE
SHEET IS LIFTED MANUALLY USING THE OVAL SHAPED BOREHOLt=S WHICH
ARE AN INTEGRAL PART OF THE FLOODGATE SHEET WHICH FACILITATES
i5 ITS VERTICAL MOVEMENT. IN ORDER TO REGULATE THE NECESSARY US-AGE, THE FLOODGATE SHEET IS HELD 8Y THE TWO CIRCULAR BOREHOLES
AT THE TOP WITH BOREHOLES THAT ARE PLACED IN THE CONCRETE CA-NAL COLUMNS OR WALLS THAT ARE PLACED AT CERTAIN DISTANCES AND
IS HELD UP BY BITS MADE OF THE SAME OR ANOTHER MATERIAL.
THE FLOODGATE SHEET CREATES A SEAL WITH THE LOWER BAR OF THE' FRAME WHICH FUNCTIONS AS A SEAT WHEN IT IS IN THE CLOSED POSI-TION. THE FLOODGATE SHEET CONTINUES TO BE THE PART USED TO OB-STRUCT THE FLOW OF THE WATER.
fN FIGURE 10 WE OBSERVE THAT THIS SYSTEM IS MADE UP OF A FLAT
TRAPEZOID SHAPED FLOODGATE SHEET (1 j WHICH CONTAINS A CRESCENT
SHAPED SHEET (2j IN ITS UPPER MIDDLE PART WHICH FORMS AN INTE
GRAL PART OF THE FLOODGATE SHEET, THIS SHEET HAS A SLOT ALSO
SHAPED LIKE A SMALLER CRESCENT (3j IN THE MIDDLE SO THAT IT CAN BE
MANUALLY OPERATED.

VICEVERSA, THROUGH THE FRAME WHICH FUNCTIONS AS A GUIDE SO THAT
THE FLOODGATE SHEET DOES NOT DERAIL. THIS FLOODGATE SHEET IS
SLOTTED AT THE SIDES (4) AT DETERMINED DISTANCES.
THE FRAME OPERATES ON THE SAME PRINCIPLE AS WITH THE OTHER
FLOODGATES. IT HAS U-SHAPED GROOVES IN ITS SIDE BARS (5), EXCEPT
THAT THE FRAME IS TRAPEZOIDAL (6) AND THE LOWER BAR (7) THAT
SERVES AS A SEAT ISN'T GROOVED. AT THE TOP OF THE FRAME (8), IT
''10 HAS TWO JOINED SHEETS (9) SO THAT THE FLOODGATE SHEET~CAN MOVE, AND BOTH SHEETS ARE SLOTTED ALONG THEIR WIDTHS (10) AT CERTAIN
DISTANCES IN ORDER TO FUNCTION AS A GUIDE WHILE THE SHEET IS
EXITING THE FLOODGATE.
BOTH SIDES OF THE FRAME ARE JOINED TO THE UPPER PLATES OF THE
15 FRAME A LITTLE BIT LOWER THAN ITS UPPER LIMITS (11 ), IN ORDER TO
PERMIT THE OSCILLATORY MOVEMENT OF THE OF THE FLOODGATE SHEET
AT EITHER ONE OF #TS EXTREMES.
THE SYSTEM'S PERFORMANCE FOUNDED ON ITS MANUAL OPERATION. THE
FLOODGATE SHEET IS RAISED OSCILLATORILY MANUALLY TOWARD EITHER
:.~
20 ONE OF ITS SIDES DEPENDING ON WHAT IS REQUIRED, THE BOREHOLES , AT THE EDGES OF THE SHEET AS WELL AS THOSE IN THE UPPER PLATES
OF THE FRAME ARE HELD OR JOINED BY BITS OF THE SAME OR ANOTHER
MATERIAL, DEPENDING ON THE AREA NEEDED AND ACCORDING TO THE
USAGE TO BE HANDLED.
25 THE EDGES OF THE FRAME ARE SUBMERGED IN AND ANCHORED TO THE.
CANAL'S CONCRETE WALLS AND FUNCTION AS A GUIDE FOR THE FLOOD-GATE SHEET'S MOVEMENT; WHILE THE LOWER BAR OF THE FRAME WHICH
ALSO IS SUBMERGED IN AND ANCHORED TO THE CANAL'S CEMENT FLOOR, ' CA 02381540 2002-O1-15 1 CLOSED POSITION.
FIGURES 11 AND 12 SHOW A RECTANGULAR OR SQUARE SHEET (1 ) WHICH
HAS A CRESCENT INTEGRATED TO ITS BODY (2) IF IT IS MOLDED. THIS
CRESCENT CAN ALSO BE SCREWED (3) ONTO THE SHEET IF IT IS MADE~OF
A COMMERCIAL MATERIAL.
IT ALSO FUNCTIONS AS A COUPLING WITH THE LIFT SCREW USING A
BOREHOLE (4).
FIGURE 13 REFERS TO GUIDE FRAMES FOR THE PLATES. IT IS A PIECE
SHAPED LIKE A RECTANGULAR PRISM (1 ) THAT HAS A GROOVE (2) IN THE
MIDDLE OF ONE OF ITS SURFACES WHICH SERVES AS A GUIDE SO THE
FLOODGATE SHEET CAN SLIDE, iT IS ANCHORED TO AND SUBMERGED IN
THE CANAI'S CONCRETE WALLS (4).
IN FIGURE 14 WE SEE THE BASE PLATE.
IT,IS A FIAT PLATE (1 } WHICH FUNCTIONS AS A SEAT FOR THE FLOODGATE
SHEET (2). THIS CAN BE STRAIGHT (3) OR NOT DEPENDING ON THE SHAPE, WHICH IS ANCHORED TO AND SUBMERGED IN THE CANAL'S CONGRETE
(5) .
FIGURE 15 SHOWS THE liFT SCREW.
IT IS AN ARROW (1) THAT CONNECTS THE CRESCENT (2) ON THE FLOOD-GATE SHEET TO THE LIFT SCREW, WHICH HAS AN ACME WASHER ON TOP
(3), DEPENDING ON THE COURSE OF THE SHEET (4) AND SMOOTH AT THE
BOTTOM {5) T4 PROVIDE THE TOTAL LENGTH FOR THE COUPLING WITH
THE PLATE.
FIGURE 1s SHOWS THE LIFT NUT.
IN THIS DRAWING, WE CAN SEE THAT THE LIFT NUT IS CYLINDER SHAPED
AND HAS A BOREHOLE IN THE CENTER {2), WHICH IS LAKED WITH ACME
THREAD (3) OR IS MOLDED DEPENDING ON THE DIMENSIONS REQUIRED
FpR THE ARROW. IN THE CUT WE CAN SEE THE MACHINING (4) OR THE

' CA 02381540 2002-O1-15 'I MOLDING NEEDED FOR THE LOCK.
ON ITS UPPER SURFACE IT HAS 4 GROOVES (5) EITHER MACHINED OR
MOLDED WHICH RECEIVE THE OPERATING WHEEL. THIS SCREW IS AUTO-LUBRICATED DUE TO THE QUALITIES OF THE MATERIAL THAT IS USED, ~BY
ADDING MOLYBDENUM BISULPHATE TO THE NYLON WHICH GIVES IT THIS
QUALITY
FIGURE t7 REFERS TO THE LOCK.
THIS FIGURE iS ALSO CYLINDRICAL (1) AND CAN BE MANUFACTURED EI-x'.;10 THER BY MOLDING .OR WITH TWO MACHININGS, A MINOR MACHINING AT
THE CENTER (2) THAT SERVES TO CREATE A SPACE FOR THE LIFT SCREW
AND A MAJOR ONE (3) WHICH SERVES TO COUPLE WITH THE LIFT NUT.
THE BOREHOLES (4) THAT CAN BE SEEN IN THE FIGURE ARE USED TO AN-CHOR THIS PIECE TO THE, UPPER CONCRETE STRUCTURE (5) AS WELL AS
TO HOLD AND TO PERMIT THE ROTATING MOVEMENT OF THE NUT.
FINALLY, IN FIGURE 18, WE OBSERVE THE OPERATING HAND WHEEL.
IT IS A CYLINDRICAL PLATE (1 ), MACHINED OR MOLDED WHICH !S COU-PLED TO THE ELEVATING SCREW. IT FOLLOWS THE PARALLEL FLANK COU-PLING ~PRINCiPLE (2) BY PRESSURE, HELD IN PLACE BY SCREWS (3). THE
~'"~20 PLATE IS THICK ENOUGH TO BE EASILY HELD BY THE OPERATOR OF THE
EQU IPMENT.
THE SYSTEM WORKS THE FOLLOWING WAY:
THIS FLOODGATE CONSISTS OF A RECTANGULAR, SQUARE, OR CURVED
OBSTRUCTING PLATE, WHICH iS USED TO REGULATE THE WATER FLOW, WITH DIFFERENT THICKNESSES AND DIMENSIONS DEPENDING ON THE
LOAD AND THE USAGE TO BE HANDLED. TI-IIS PLATE SLIDES VERTICALLY
THROUGH SIDE FRAMES THAT ARE ANCHORED TO AND SUBMERGED IN
THE CANAL'S CONCRETE SIDEWALLS.
THE FLOODGATE IS ACTIVATED BY A MANUAL OPERATING MECHANISM

1 WHICH IS BASED ON THE PRfNCtPLE~OF .SCREW LIFTING.
1T IS MADE UP OF AN AUTO-LUBRICATING CYLINDRICAL LIFT NUT, THAT
HAS INTERIOR THREADfNG WHICH IS USED TO CONNECT THE THREADED
ARROW WHICH IN TURN CONNECTS THE FLOODGATE SHEET TO THE
THREADS ON THE NUT, WHICH WHEN IT IS TURNED BY THE HANG WHEEL
COUPLED TO THE NUT, GENERATES THE LIFTING MOVEMENT OF THE
FLOODGATE SHEET. THE GYRATING THREADED NUT IS CONNECTED TO
a:, THE TO THE UPPER CONCRETE STRUCTURE BY A CYLINDRICAL LOCK THAT
IS LARGER IN DIAMETER THAN THE NUT, WHICH ONLY ALLOWS THE NUT
TO SPIN ON ITS AXIS IN ORDER TO OPERATE. .
THE BOTTOM OF THE OPERATING ARROW IS CONNECTED TO THE FLOOD
GATE SHEET THROUGH A SCREWED-ON CRESCENT WHICH CAN BE AN IN
TEGRAL PART OF THE SHEET (THROUGH MOLDING) OR CAN BE SCREWED
ONTO THE SHEET.
THE SEALING OF THIS FLOODGATE iS BASED ON THE SYSTEM BEING LIGHT
ENOUGH THAT WHEN IT RECEIVES THE WATER FLOW PERPENDICULAR TO
ITS SURFACE IT HERMETICALLY SEALS AND NO LEAKS PENETRATE.
:5 THIS SYSTEM, BECAUSE OF ITS SHAPE AND CONSTRUCTION, CAN BE USED .
WITHOUT ANY KIND OF ANTICORROSIVE MAINTENANCE OR LUBRICATION
QF ITS PARTS.

OR SQUARE FLAT FLOODGATE SHEET PLATE (1 ) WHICH REGULATES THE
WATER FLOW. THIS PLATE iS JOINED TO A ZIPPER (2) iN ITS UPPER MtD-DLE PART BY WAY OF THE TWO SMALLER PLATES (3) AT ITS BOTTOM THAT
HAVE BOREHOLES (4) SO THAT THEY CAN BE CONNECTED BY A BIT MADE
OF THE SAME OR ANOTHER MATERIAL, OR BY A SCREW (5).
THIS FLOODGATE SHEET SLIDES THROUGH A FRAME WITH GROOVED SIDES
SO THAT THEY FUNCTION AS A GUIDE AND PREVENT THE FLOODGATE

' CA 02381540 2002-O1-15 1 SHEET FROM DERAILING. THE FRAME HAS A LOWER BAR WITHOUT
GROOVES (7) AT THE BOTTOM THAT FUNCTIONS AS A SEAT FOR THE
FLOODGATE SHEET; AT THE TOP OF THE FRAME ($) THE BAR IS SLOTTED
ALONG ITS LENGTH SO THAT THE FLOODGATE SHEET AND ZIPPER CAN"BE
RAISED. THIS TOP BAR CARRIES A FLOODGATE LIFT MECHANISM {9) WHICH
IS A GEAR JOINED TO THE BAR BY A WYNCH (10) IN THE MIDDLE, WHICH, AS IT PRODUCES A CIRCULAR MOVEMENT, TURNS THE GEAR WHICH MOVES
THE ZIPPER SO THAT THE FLOODGATE SHEET SLIDES VERTICALLY
THE SYSTEM WORKS THE FOLLOWING WAY:
THE FLOODGATE SHEET SLIDES VERTICALLY THROUGH THE GROOVED
BARS OF THE FRAME WHICH FUNCTION AS A GUIDE SO THAT THE SHEET
DOES NOT DERAIL, SAID BARS ARE ANCHORED TO AND SUBMERGED IN
THE CANAL'S CONCRETE SIDE WALLS.
THE LOWER BAR OF THE FRAME WHICH IS ALSO ANCHORED TO AND SUB-MERGED IN THE CONCRETE FLOOR OF THE CANAL, FUNCTIONS AS A SEAT
FOR THE FLOODGATE SHEET SO THAT fT CREATES A SEAL IN ITS CLOSED
POSITION.

pR SQUARE FLAT FLOODGATE SHEET PLATE (1) WHICH REGULATES THE
WATER FLOW. THIS PLATE IS JOINED TO A ZIPPER (2) IN ITS UPPER MID-DLE PART BY WAY OF THE TWO SMALLER PLATES {3) AT ITS BOTTOM THAT
HAVE BOREHOLES (4) SO THAT THEY.CAN BE CONNECTED BY A BIT MADE
OF THE SAME OR ANOTHER MATERIAL, OR BY A SCREW (5). THIS FLOOD-GATE SHEET SLIDES THROUGH A FRAME WHOSE SIDE ENDS (6) ARE
GROOVED SO THAT THEY FUNCTION AS A GUIDE AND PREVENT THE FLOOD-GATE SHEET FROM DERAILING. THE FRAME HAS A LOWER BAR WITHOUT
GROOVES (7) AT THE BOTTOM THAT FUNCTIONS AS A SEAT FOR THE
FLOODGATE SHEET; AT THE TOP OF THE FRAME {8) THE BAR IS SLOTTED

' CA 02381540 2002-O1-15 THROUGH IT. THIS TOP BAR CARRIES A FLOODGATE LIFT MECHANISM (9) WHICH IS A GEAR JOINED TO THE BAR BY A WHEEL (10) fN THE MIDDLE, PARALLEL TO THE GEAR. WHEN THE WHEEL PRODUCES A CIRCULAR MOVE-S MENT, IT TURNS THE GEAR WHICH MOVES THE ZIPPER SO THAT THE
FLOODGATE SHEET SLIDES VERTICALLY
'THE SYSTEM WORKS THE FOLLOWING WAY: .
THE FLOODGATE SHEET, WHICH IS USED TO OBSTRUCT THE WATER FLOW, AND IS JOINED TO THE ZIPPER IS RAISED VERTICALLY BY USING THE WHEEL
THAT TURNS THE GEAR, WHICH MOVES THE ZIPPER AND RAISES THE
FLOODGATE IN ORDER TO MANAGE THE REQUIRED WATER FLOW.
THE FLOODGATE SHEET SLIDES VERTICALLY THROUGH THE GROOVED
BARS OF THE FRAME WHICH FUNCTION AS A GUIDE SO THAT THE SHEET
DOES NOT DERAIL, SAID BARS ARE ANCHORED TO AND SUBMERGED IN
THE CANAL'S CONCRETE SIDE WALLS AND THE LOWER BAR OF THE FRAME
WHICH IS ALSO ANCHORED TO AND SUBMERGED IN THE CANAL'S CON-CRETE FLOOR, FUNCTIONS AS A SEAT FOR THE FLOODGATE SHEET SO
THAT~IT CREATES A SEAL IN ITS CLOSED POSITION.

GATE SHEET PLATE (1 ), THIS PLATE IS MOLDED AND HAS ANOTHER CURVED
PLATE INSIDE THAT IS MUCH SMALLER BUT MUCH HEAVIER (2) IN ORDER
TO AVOID FLEXING.
THIS FLOODGATE SHEET SLIDES FREELY ALONG THE FRAME WHICH FUNC
TIONS AS A GUIDE. THE SYSTEM IS COMPLEMENTED BYA CURVED FRAME
WHICH IS SIMILAR IN DESIGN TO A SOFT DRINK CASE (4), THIS FRAME IS
SLOTTED (5) ALONG THE UPPER PLATE SO THAT THE FLOODGATE SHEET
CAN GO THROUGH IT.
THE OPERATING MECHANISM ON THIS TYPE OF FLOODGATE IS A SET OF

~

iTLW .rl~~~. ..~w~~~~

1 GEARS (6) LIKE THAT OF A WATCH WHICH ARE JOINED WITH TWO LIFT
SCREWS (7) WHICH ARE ANCHORED IN AXLE FORM (8) TO A CONCRETE
BASE (9) IN THE FLOOR OF THE CANAL THEREBY OBTAINING JOINT MOVE-MENT !N ALL ITS POINTS. THE LIFT MECHANISM ON THE FLOODGATE SHEET
IS BY WAY OF A ROUND WHEEL WITH A TOOTHED BASE (10) THAT GIVES
THE OTHER GEARS MOVEMENT.
THIS SYSTEM WORKS IN THE FOLLOWING MANNER:
THE FLOODGATE'S FRAME IS ANCHORED TO AND SUBMERGED IN THE CON
CRETE AT fTS SIDES SO THAT IT FUNCTIONS AS A GUIDE AND PERMITS
THE FLOODGATE SHEET TO SLIDE RADiALLY; THE HAND WHEEL INITIATES
THE MOVEMENT AND ENTERS INTO CONTACT WITH THE OTHER GEARS
WORKING IN SYNCHRONIZATION AND MOVING THE LIFT SCREWS AT BOTH
ENDS WHICH ARE PARALLEL TO THE FRAME AND THE FLOODGATE SHEET.
THE MOVEMENT OF THE LIFT SCREWS ALONG THE AXLE ALLOWS THE
FLOODGATE SHEET TO SLIDE RADIALLY, AND LOCK IN PLACE DEPENDING
ON THE WATER FLOW TO BE MANAGED.
THE LOWER BASE OF THE FRAME IS ALSO ANCHORED TO AND SUBMERGED
~k'IN THE CANAL'S CONCRETE BASE SO THAT IT FUNCTIONS AS A SEAT AND' ALLOWS THE FLOODGATE SHEET TO CREATE A SEAL IN ITS CLOSED POSI-TION.
THIS SHAPE IS USED FOR LARGER WATER FLOWS WITHIN CANALS.

GATE SHEET PLATE (1 ), THIS PLATE IS MOLDED ANA IS RIBBED EITHER
ALQNG ITS LENGTH OR ALONG ITS WIDTH (2) AS A REINFORCEMENT AND
HAS TWO OTHER RIBS SHAPED LIKE HALF OVALS (3) FOR MORE HYDRAU-LIC RESISTANCE.
THIS FLOODGATE SHEET IS JOINED TO THE FRAME (4) SO THAT IT LIFTS
RAOIALLY.

ALONG THE LENGTH OF THE RIBS WHICH ARE PERPENDICULAR TO THE
FLOODGATE SHEET, AS WELL AS TWO MORE WHEELS AT ITS SIDES SO
THAT THE FLOODGATE DOES NOT DERAIL.
THIS SYSTEM WORKS AS THE FLOODGATE SLIDES ALONG THE WHEELS IN
THE RIBBINGS PERPENDICULAR TO THE FLOODGATE SHEET; THIS SLIDING
IS RADIAL AND ALLOWS THE REQUIRED WATER FLOW TO BE MANAGED.
fF NECESSARY, A CURVED SEAT PLATE iS PLACED AND ANCHORED TO AND
"'10 SUBMERGED IN THE CANAL'S CEMENT FLOOR SO THAT THE FLOODGATE
CREATES A SEAL IN ITS CLOSED POSITION.
THIS SHAPE IS USED FOR LARGER WATER FLOWS. WITHIN CANALS.
THIS INVENTION IS BASED ON A MAINTENANCE-FREE, PLASTIC, SLIDING
FLOODGATE DESIGN WITH OR WITHOUT AN OPERATING SYSTEM. THIS
INVENTION CONTEMPLATES THE MANUFACTURING OF FLOODGATES TO
REGULATE WATER FLOW APPLICABLE TO AGRICULTURAL AND LIVESTOCK
WATERING ZONES AND IN GENERAL WHEREVER IT IS NECESSARY TO CON-TROL WATER FLOW IN SEWAGE, WASTES, WHITE WATERS, WATER WITH A
HIGH ALKALINE CONTENT, WATER WITH A HIGH SALINE CONTENT, ETC.
WHERE DUE TO THE PROPERTIES OF THE WATER TO BE HANDLED, THE
TRADITIONAL FLOODGATES PRESENT MORE SERIOUS CORROSION, CAUS-tNG DIFFICULTIES IN MAINTENANCE ANA OPERATION. THESE FLOODGATES
ARE ENGINEERED TO TAKE INTO ACCOUNT THE SIMPLICITY OF THE DE-SIGN THAT CONSISTS IN SOLVING THE SERIOUS PROBLEM OF MANUFAC-TURING, TRANSPORTATION, ASSEMBLY, OPERATION, PREVENTIVE AND
CORRECTIVE MAINTENANCE, AS WELL AS EXPENSES. THIS INVENTION
PRESENTS THE ADVANTAGES OF THE LtGHTNESS OF ITS DESIGNS IN ITS
HANDLING IN MANUFACTURING AS WELL AS IN ITS TRANSPORTATION AND
ASSEMBLY.

1 ALSO, GIVEN THE LOW FRICTION COEFFICIENT ANO THE LOW SPECIFIC
WEIGHT OF THE SELECTED MATERIAL {NYLON, POLYPROPILENE, ULTRA
HIGH MOLECULAR WEIGHT POLYETHILENE, HIGH DENSITY POLYETHILENE, AND PVC) MAKE IT POSSIBLE TO SIMPLIFY ITS OPERATION AND WE ACHIEVE
A HERMETIC SEAL WITHOUT IT BEING NECESSARY TO ADD ANY OTHER
IMPLEMENT TO DO SO.
IN ADDITION, IT DOES NOT REQUIRE ANY KIND OF FINISHING, !T DOES NOT
REQUIRE LUBRICATION FOR ITS OPERATION, IT DOES NOT REQUIRE ANY
TYPE OF MAINTENANCE FOR ITS PRESERVATION, WHICH RESULTS IN MORE
DURABILITY AND CONSIDERABLY REDUCES EXPENSES. SINCE NONE OF
ITS COMPONENTS CORRODE, BETTER USE IS MADE OF THE WATER AND
AVOIDING THE WASTES THAT COME WITH THE TRADITIONALLY USED ONES.
THIS INVENTION CONSISTS IN THE SEALING OF THE PLASTIC FLOODGATES, WHICH CONSIDER THE MANUFACTURING OF ITS COMPONENTS WITH THE
HIGH ENGINEERED PLASTIC MATERIAL MENTIONED BEFORE.
THE PARTS THAT MAKE UP THIS FLOODGATE SYSTEM CAN BE MANUFAC-TURED BY MOLDING 4R THEY CAN BE MACHINED, USING COMMERCIAL
PLASTIC PROFILES TO SIMPLIFY THEIR MASS PRODUCTION, THIS FLOOD-;20 GATE CONSISTS OFA RECTANGULAR, CURVED, OR SQUARE OBSTRUCTION
SHEET WHICH REGULATES THE WATER FLOW, WITH DIFFERING THICK-NESSES AND MEASUREMENTS, DEPENDING ON THE WATER FLOW TO BE
HANDLED. THIS SHEET SLIDES VERTICALLY, RADIALLY, OR OSCILLATORILY
ALONG SIDE FRAMES WHICH ARE ANCHORED TO AND SUBMERGED IN THE
CANAL'S CONCRETE SIDE WALLS, IN A U-SHAPE WHICH FUNCTION AS
GUIDES SO THAT THE SHEET DOES NOT DERAIL. IN THE SAME MANNER, THE LOWER PART OF THE FRAMES HAVE A PLATE THAT FUNCTIONS AS A
SEAT TO SEAL THE FLOODGATE SHEET !N ITS CLOSED POSITION. THIS
SEAT PLATE CAN BE CURVED OR STRAIGHT AND IS ANCHORED TO AND

1 SUBMERGED IN THE CANAL'S CONCRETE FLOOR.
THIS FLOODGATE'S SEAL !S BASED ON THE LIGHTNESS OF THE SYSTEM
AND THE MATERIALS USED SO THAT WHEN IT RECEIVES TH,E WATER FLOW
PERPENDICULAR TO ITS .SURFACE, IT WILL HERMETICALLY SEAL AND NOT
PRESENT ANY LEAKS. ., DUE TO THE FORM AND NATURE OF THIS SYSTEM, IT CAN BE USED WITH-OUT ANY KIND OF ANTICORROSIVE MAINTENANCE OR LUBRICATION OF ITS
COMPONENTS. IT IS FOR THIS REASON THAT IT DOES NOT CAUSE POLLU-TION.

Claims (3)

HAVING SUFFICIENTLY DESCRIBED MY INVENTION, I CONSIDER IT TO BE A
NOVELTY AND I CLAIM EXCLUSIVE PROPERTY RIGHTS TO THE FOLLOWING
CLAUSES:

1.-MAINTENANCE-FREE, PLASTIC MATERIAL SLIDING FLOODGATE SYSTEM, WITH AND WITHOUT AN OPERATING MECHANISM, WITH ONE OR MORE
BODIES, WHICH IS MADE UP OF A RECTANGULAR, SQUARE, OR TRAPEZOID, FLAT OR CURVED FLOODGATE SHEET; STRAIGHT OR CURVED GUIDE
FRAMES; LIFT SCREW; LIFT NUT; STRAIGHT OR CURVED SEAT PLATE; ZIP-PER; WYNCH; LOCK, AND OPERATING HAND WHEEL.

THE SYSTEM WITHOUT THE MECHANISM IS MANUALLY OPERATED, FORMED
BY ONE OR MORE BODIES.

WHEN THE SYSTEM IS FORMED BY ONE BODY, IT IS EITHER RECTANGU-LAR, SQUARE, OR TRAPEZOID.
THE RECTANGULAR OR SQUARE SYSTEM CONSISTS OF ONE ONE-PIECE
FLOODGATE SHEET, SHAPED LIKE A SHOVEL, IN WHICH THERE IS ONE
RECTANGULAR OR SQUARE SHEET AT ITS BOTTOM, WHICH IS THE PART
USED TO OBSTRUCT THE WATER FLOW, IT CONTINUES UPWARD FROM THE
UPPER MIDDLE PART OF THE SHEET EITHER IN THE SHAPE OF A SQUARE
BAR THAT HAS BOREHOLES AT DETERMINED DISTANCES ALONG ITS
LENGTH; ENDING IN A MANUAL SHOVEL SHAPE; OR SHAPED LIKE A NAR-ROWER BUT STRAIGHT SHEET ALSO WITH BOREHOLES AT DETERMINED
DISTANCES ALONG ITS LENGTH, ENDING WITH A BOREHOLE OR A SQUARE
OPENING AT THE TOP WITH SUCH DIMENSIONS THAT IT CAN BE OPERATED
MANUALLY. IT ALSO HAS A FRAME ON WHICH THE LATERAL EXTREMES
ARE SQUARE OR RECTANGULAR PRISM-SHAPED BARS WITH U-SHAPED
GROOVES ON ONE OF ITS SURFACES, DEPENDING ON THE THICKNESS OF
THE FLOODGATE SHEET TO PREVENT THE SHEET FROM DERAILING.

THE BOTTOM OF THE FRAME HAS ANOTHER BAR WITHOUT A GROOVE
WHICH FUNCTIONS AS A SEAT FOR THE FLOODGATE SHEET. BOTH THE
SIDES AND THE BOTTOM OF THE FRAME ARE SUBMERGED IN AND AN-CHORED TO THE CANAL'S CONCRETE WALLS AND FLOOR, RESPECTIVELY
IT ALSO HAS ANOTHER BAR AT THE TOP OF THE FRAME WHICH IS SLOT-TED ALONG ITS ENTIRE LENGTH TO ALLOW THE FLOODGATE SHEET TO BE
RAISED. THE MIDDLE OF THE BAR HAS BOREHOLES EITHER ALONG ITS
WIDTH OR PERPENDICULAR TO THE BAR SO THAT IT CAN BE HELD BY BITS
MADE OUT OF EITHER THE SAME OR ANOTHER MATERIAL. THE DIFFER-ENT BOREHOLES ON THE BAR BELONGING TO THE SHEET WITH SMALLER
DIMENSIONS THAN THE FLOODGATE SHEET, ALLOW ITS VERTICAL MOVE-MENT DEPENDING ON THE FLOW THAT NEEDS TO BE MANAGED.
THE RECTANGULAR OR SQUARE SYSTEM IS ALSO MADE UP OF A SQUARE
OR RECTANGULAR FLOODGATE SHEET OR PLATE, WHICH IS ONE PIECE
AND SMALLER THAN THE UPPER LIMIT OF THE FLOODGATE FRAME. THIS
FLOODGATE SHEET HAS TWO OVAL-SHAPED BOREHOLES AT THE TOP
WHICH ARE PLACED DEPENDING ON THE WIDTH OF THE FLOODGATE
SHEET, AND BESIDES HAVE TWO CIRCULAR BOREHOLES AT BOTH LATERAL
EXTREMES AT THE TOP OF THE FLOODGATE SHEET. THE SYSTEM IS COM-PLEMENTED BY A GUIDE FRAME FOR THE VERTICAL MOVEMENT OF THE
FLOODGATE SHEET IN ORDER TO PREVENT ITS DERAILMENT. THE SIDE
BARS HAVE U-SHAPED GROOVES THAT DEPEND ON THE THICKNESS OF
THE FLOODGATE SHEET AND ARE ANCHORED AND SUBMERGED IN THE
CANAL'S CONCRETE WALLS; THE LOWER BAR OF THE FRAME IS NOT SLOT-TED SO THAT IT FUNCTIONS AS A SEAT FOR THE FLOODGATE SHEET, AND
THE UPPER BAR OF THE FRAME IS SLOTTED ALONG ITS LENGTH IN ORDER
TO ALLOW THE FLOODGATE SHEET TO BE RAISED.
IN ORDER TO BE ABLE TO REGULATE THE FLOW TO BE HANDLED, THE

FLOODGATE SHEET IS HELD UP WITH THE CIRCULAR BOREHOLES AT ITS
SIDES WITH THE BOREHOLES MADE IN THE CANAL'S CONCRETE WALLS, WHICH ARE PLACED MUCH HIGHER THAN THE UPPER PART OF THE FLOOD-GATE'S FRAME. THESE BOREHOLES ARE MADE AT DETERMINED DISTANCES
SO THAT DIFFERENT FLOWS CAN BE OBTAINED. THE FLOODGATE SHEET
IS HELD UP BY BITS MADE OF THE SAME OR ANOTHER MATERIAL.
WHEN THE SYSTEM IS TRAPEZOIDAL, IT IS MADE UP OF A FLAT
TRAPEZOIDAL FLOODGATE SHEET, WHICH HAS A CRESCENT-SHAPED PLATE
IN ITS UPPER MIDDLE SECTION THAT IS AN INTEGRAL PART OF THE FLOOD
GATE SHEET. THIS CRESCENT IS HOLLOWED OUT IN THE SHAPE OF A
SMALLER CRESCENT IN ITS CENTER, SO THAT THE SYSTEM CAN BE MANU-ALLY OPERATED.
THE FLOODGATE SHEET MOVES OSCILLATORILY FROM RIGHT TO LEFT OR
VICEVERSA THROUGH THE FRAME WHICH FUNCTIONS AS A GUIDE TO PRE-VENT THE FLOODGATE SHEET FROM DERAILING. THIS FLOODGATE SHEET
HAS BOREHOLES ALONG ITS SIDES AT DETERMINED DISTANCES.
THE FRAME IS TRAPEZOIDAL AND HAS U-SHAPED SLOTS IN ITS SIDE BARS;
OR RECTANGULAR OR SQUARE SIDE PRISMS, WHICH ARE SUBMERGED IN
OR ANCHORED TO THE CONCRETE WALLS OF THE CANAL. THE FRAME'S
LOWER BAR OR PRISM IS NOT SLOTTED, IT IS ANCHORED TO AND SUB-MERGED IN THE CANAL'S CONCRETE FLOOR AND FUNCTIONS AS A SEAT
FOR THE FLOODGATE SHEET. THE TOP PART OF THE FRAME HAS TWO
PLATES THAT ARE JOINED IN SUCH A WAY THAT PERMITS THE FLOODGATE
SHEET TO GO THROUGH THEM. BOTH PLATES HAVE BOREHOLES ALONG
THEIR WIDTH OR AT DETERMINED DISTANCES IN ORDER FOR THEM TO
FUNCTION AS GUIDES WHEN THE FLOODGATE SHEET IS MOVING.
THE FLOODGATE SHEET LIFTS MANUALLY IN OSCILLATORY FORM TOWARDS
EITHER ONE OF ITS EXTREMES, DEPENDING ON HOW YOU WISH TO OPER-ATE IT, THE BOREHOLES AT THE SIDES AS WELL AS THE ONES ON THE
UPPER PLATES OF THE FRAME ARE JOINED BY A BIT MADE OF THE SAME
OR ANOTHER MATERIAL, DEPENDING ON THE AREA NEEDED AND THE FLOW
TO BE MANAGED.
BOTH SIDES OF THE FRAME ARE JOINED TO THE UPPER PLATES AT A POINT
A LITTLE BELOW ITS UPPER LIMIT IN ORDER TO ALLOW FOR THE OSCILLA-TORY MOVEMENT OF THE FLOODGATE SHEET AT EITHER ONE OF ITS SIDES.
WHEN THE SYSTEM HAS TWO OR MORE BODIES EITHER SQUARE OR REC-TANGULAR, THE SAME TECHNICAL PRINCIPLES THAT APPLY TO THE FLOOD-GATE SYSTEMS WITH ONLY ONE BODY ARE APPLIED, EXCEPT THAT IN THIS
SYSTEM, THE SQUARE OR RECTANGULAR FLOODGATE SHEET'S PLATE IS
JOINED TO THE MANUAL SHOVEL-SHAPED SQUARE BAR AS WELL AS TO
THE SMALLER PLATE, WHICH HAS A BOREHOLE AT THE BOTTOM, THROUGH
A MECHANICAL JOINT WHICH CONSISTS OF TWO SQUARE OR RECTANGU-LAR PLATES THAT HAVE TWO OR MORE GROOVES DEPENDING UPON THEIR
LENGTH WHICH ARE PLACED IN THE UPPER MIDDLE PART OF THE FLOOD
GATE SHEET, AND ARE HELD UP BY A BIT MADE OF THE SAME OR ANOTHER
MATERIAL, OR EVEN WITH A SCREW IN THE BOREHOLE OF THE MANUAL
SHOVEL-SHAPED BAR AS WELL AS IN THOSE OF THE SMALLER PLATE.
BOTH THE ONE BODY SYSTEMS WITHOUT THE OPERATING MECHANISMS
AND THE SYSTEMS WITH TWO OR MORE BODIES ARE MAINTENANCE FREE, SINCE THEY DO NOT REQUIRE ANTICORROSIVE TREATMENTS OR LUBRI-CATING OILS OR GREASES, BECAUSE THEY ARE MADE WITH HIGHLY ENGI-NEERED PLASTIC, NYLON, POLYPROPILENE, OR THEIR EQUIVALENTS. FUR-THERMORE, THE PARTS WHICH MAKE UP THEIR SYSTEMS HAVE VARIABLE
THICKNESSES AND DIMENSIONS DEPENDING ON THE HYDRAULIC CHARGE
AND THE WATER FLOW TO BE HANDLED.
THE SYSTEM WITH THE OPERATING MECHANISM HAS A ONE-PIECE CYLIN-

1 ~ DRICAL LIFT NUT WITH A VERTICAL BOREHOLE IN THE MIDDLE, WHICH HAS
ACME THREADING TO CONNECT WITH THE LIFT SCREW OR THE ZIPPER, BESIDES IT ALSO HAS NOTCHES IN THE LOWER PART WHICH ARE USED TO
JOIN WITH THE LOCK, AND IN THE UPPER PART TO COUPLE WITH THE MALE-FEMALE TYPE WHEEL OR THE WYNCH. THE NUT IS AUTO-LUBRICATED
BECAUSE IT IS MADE WITH NYLON, POLYPROPILENE, ULTRA-HIGH MOLECU-LAR WEIGHT POLYETHILENE, HIGH-DENSITY POLYETHILENE, AND PVC. THE
FLAT OR CURVED FLOODGATE SHEET, DEPENDING ON THE FLOW TO BE
HANDLED, HAS HORIZONTAL AND VERTICAL RIBBING, DEPENDING, WHICH
ADD MORE RESISTANCE. IT ALSO HAS A CRESCENT WITH A BOREHOLE
INTEGRATED TO THE SHEET, USED TO CONNECT THE FLOODGATE SHEET
TO THE LIFT NUT. IT ALSO HAS TWO GUIDE FRAMES WHICH FUNCTION TO
PREVENT THE FLOODGATE SHEET FROM DERAILING. THESE ARE SHAPED
LIKE A RECTANGULAR PRISM, WHICH HAVE U-SHAPED GROOVES, DEPEND-ING ON THE THICKNESS OF THE FLOODGATE SHEET, WHICH ARE AN-CHORED TO AND SUBMERGED IN THE CANAL'S CONCRETE WALLS. ALL
THE COMPONENTS OF THIS MAINTENANCE-FREE, PLASTIC SLIDING FLOOD-GATE SYSTEM, WITH AN OPERATING MECHANISM WHICH IS MADE UP OF A
COMBINATION OF A FLAT OR CURVED FLOODGATE SHEET; GUIDE FRAMES;
SEAT PLATE; LIFT SCREW; LIFT NUT; LOCK; AND OPERATING WHEEL IS FEA-TURED FOR BEING MAINTENANCE-FREE, THEY DON'T NEED
ANTICORROSIVE TREATMENTS OR LUBRICATING OILS OR GREASES BE-CAUSE THEY ARE MADE OUT OF HIGH ENGINEERED NYLON, POLYPROPILENE, ULTRA-HIGH MOLECULAR WEIGHT POLYPROPILENE, HIGH-DENSITY POLYETHILENE, AND PVC.

2. MAINTENANCE-FREE, PLASTIC SLIDING FLOODGATE SYSTEM WITH OP-RATING MECHANISM WHICH CONSISTS OF A COMBINATION OF A FLAT OR
CURVED FLOODGATE SHEET; GUIDE FRAMES; LIFT SCREW; LIFT NUT; SEAT

1 PLATE; LOCK; AND OPERATING WHEEL.

MAKE UP THE SYSTEM HAVE VARIABLE THICKNESSES AND DIMENSIONS
DEPENDING ON THE LOAD AND THE FLOW TO BE HANDLED. IT IS ALSO
FEATURED BECAUSE THE LIFT SCREW OR ZIPPER IS AN ARROW THAT
CONNECTS THE FLOODGATE SHEET TO THE LIFT NUT WITH A HIGH DE-GREE OF FLEXIBILITY, WHICH ENABLE IT TO ABSORB MOMENTARY OVER-LOADS THEREBY PREVENTING ITS PERMANENT DEFORMATION OR BREAK-AGE, WHICH IS THREADED ON TOP TO GIVE THE NECESSARY LIFT TRAVEL
TO THE FLOODGATE SHEET, AND IS SMOOTH AT THE BOTTOM TO ACCOM-MODATE THE SYSTEM'S TOTAL HEIGHT CONNECTED TO THE SHEET'S CRES-CENT. IT ALSO HAS A LOCK WHICH CONNECTS THE LIFT NUT TO THE UPPER
CROSS FRAME WHICH CAN BE MADE OF CONCRETE OR THE MATERIAL THAT
THE FLOODGATE SYSTEM IS MADE OF, USING ANCHOR SCREWS. IT ALSO
HAS AN OPERATING WHEEL OR WYNCH AT THE TOP OF THE ONE-PIECE LIFT
SCREW WHICH IS CONNECTED TO THE FORMER THROUGH THE NOTCHES
ON THE LIFT NUT. THE BOTTOM OF THE FRAME CONTAINS A RECTANGULAR
OR CURVED FLAT PLATE THAT IS SUBMERGED IN AND ANCHORED TO THE
CANAL'S CONCRETE FLOOR THAT FUNCTIONS AS A SEAT FOR THE FLOOD-GATE SHEET IN ITS CLOSED POSITION.

3.- IN THE TWO PREVIOUS CLAUSES, THE SYSTEMS WITH THE OPER-ATING MECHANISM AS WELL AS THE ONES WITHOUT THE OPERATING
MECHANISM INCLUDE THE MANUFACTURING OF FLOODGATES TO REGU-LATE WATER FLOW APPLICABLE TO AGRICULTURAL AND LIVESTOCK WA-TERING ZONES AND IN GENERAL WHEREVER IT IS NECESSARY TO CON-TROL WATER FLOW IN SEWAGE, WASTES, WHITE WATERS, WATER WITH A
HIGH ALKALINE CONTENT, WATER WITH A HIGH SALINE CONTENT, ETC.
ADDITIONALLY, IT PRESENTS LIGHTNESS OF DESIGN IN ORDER TO BE BET-TER HANDLED IN MANUFACTURING, TRANSPORTATION, AND INSTALLATION
ALSO, THE LOW FRICTION COEFFICIENT AND THE LOW SPECIFIC WEIGHT
OF THE SELECTED MATERIAL (NYLON, POLYPROPILENE, ULTRA HIGH MO-LECULAR WEIGHT POLYETHILENE, HIGH DENSITY POLYETHILENE, AND PVC) MAKE IT POSSIBLE TO SIMPLIFY ITS OPERATION AND WE ACHIEVE A HER-METIC SEAL WITHOUT IT BEING NECESSARY TO ADD ANY OTHER IMPLE-MENT TO DO SO.
IN ADDITION, IT DOES NOT REQUIRE ANY KIND OF FINISHING, IT DOES NOT
PRODUCE ANY KIND OF POLLUTION, IS MORE DURABLE AND THEREFORE
CONSIDERABLY REDUCES EXPENSES. SINCE IT DOES NOT PRESENT COR-ROSION IN ANY OF ITS PARTS, MAKES A BETTER USAGE OF WATER FLOW
POSSIBLE.