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					Utilization of TWHSVP in serial Water work Project:
1. Long distance water drawing project: Water work project of “gravitation flow” only requires a
     “connection with TWHSVP”: Water Work Project of “Pressurized flow ” under no condition of
     increasing motion power needs only to transfer the water to a nearby pond of higher level, thus
     transform the “Pressurized flow ”, then “transfer & join ” to TWHSVP without increasing any
     motive force or changing any existing condition of the project. Moreover, in the prevention of
     explosion, erosion of the tube, keeping a stability of the tubal pressure shall surely yield up a
     miraculous action. Such an installation will surely display her advantage in conditions where
     the conduction tube has to climb up abrupt hills & down rugged valleys (either over hill or
     down the deep valley) Such an installation of the water work project will surely bring her
     advantage into full play, (Fig .9) (Fig .7) (Fig .8) (Fig .12)
2. Long -distance water flowing project within supra-calibre tube: Long-distance “ Pressurized
     flow ”. Within huge-caliber tube whether in transporting water or oil or gas (in liquid state)
     because of the diverse functions & angular action of the diverse pumps, which pump water into
     the same tube at diverse angle swill surely counter-balance a part of its energy, causing a waste
     of energy: Adopting our gravitation flow by using our pump to draw water up to the high-level
     pond, the gas mixed in the water would be great & the space fullness of water would not be
     high enough. But adopting TWHSVP method in transporting the water under similar condition
     with many water pumps bring up water to high level ponds will surely increasing the effect of
     bringing up the water. For TWHSVP requires only one pump to the very bottom. Not only it
     raises water flowing quantity to 30%-80%, increasing 40% of the water transporting distance,
     augmenting 20%-50% of the pressure of emission, but it also economizes25%-20% of the
     energy, economizes 10%-20% of the investment of the whole project. (Fig .10)
3. Distribution of water in the project: All requires is to ”connect” the tube with TWHSVP. In this
     way, the water heat shall be raised 40%-90%, prolonging the distance above 60%. Abolishing
     the “disadvantageous point of water supply ” by 100%. Thus enables regular supply of water
     for 24 hours everyday to any water supplying point within the city is lower than the
     water-supplying pond. Thus preventing the second pollution of pond on top of the house. The
     explosion rate of the tube shall be lowered by 70% & above. (Fig .9) (Fig .8)
4. In siphon-dredging project of pollution water of the city: In the expulsion of dirty water from
     the city, sedimentation of the sand & mud often a dirty environment of the city. In such a case
     we may utilize TWHSVP to dilute & purge such dirty water, Further to build up a dam at the
     very end of the channel, thus to raise up the water level. Whereas symphonic equipment
     should be set up. In such a way, we can no only accelerate the flowing speed &quantity of the
     water, but suck out the sandy sedimentation of the river bottom, lessening the piling up of sand
     at the bottom. (Fig .5)
5. Automatic refilling of underground water within vacuum tube: Over drawing of underground
     water would result in the funnel shape of a city. Adopting TWHSVP as a refilling set instead of
     the regular vacuum & pressurized refilling set, requires none of the motive force, meanwhile, it
     can employ only one single tube to conduct global water to refill several wells. Whenever any
     refilling well shows automatic infiltration, the refilling equipment is capable of automatic
     supply of the required amount of water. (Fig .6)
6. The project of the hydropower station to draw water at high speed within vacuum pipe: to draw
     water from the reservoir in order to generate power without any motive force, without
     excavation of subway tunnel. With only siphoned tube, water can directly flow up the dam
     through the spillway. In this way, we can economize the investment up to over 30%. Since
     TWHSVP is capable of automatic expulsion of gas, rectification & lessening obstruction, the
     water within the pipe would be filled up to 99% & over, thus enable the water to flow smoothly
      without any gaseous erosion or obstruction. In this way the fluid would exert her utmost on the
      wheel, & the force would be evenly distributed over the wheel. In this may, not only the life of
      the wheel can be prolonged, but the generated power can also be augmented, thus yielding more
      economic profit. (Fig .4)
7.    Water reservoir can only suck in stagnant water: during draught period, her water level would
      be lowered down & fails to flow out. With the application of TWHSVP system no any power
      would be required to suck up stagnant water 8 metres lower than the tunnel (or spillway), thus
      softening the draught. The set of equipment can be applied to irrigation in ordinary time, thus
      one set has multiple uses, & would be of help in emergency. (Fig .1) (Fig .2) (Fig .3)
8.    Water suction out from reservoir for irrigation: TWHSVP. Can be applied to draw out water
      over 8 meter high dam for irrigation without requiring any power. Utilization of such
      installation for irrigation by any newly constructed reservoir can economize at least over 30%
      of the investment. Moreover, such installation can expel gas automatically, rectify the current,
      & lessen obstruction. It can suction out water from the reservoir irrigation without requiring any
      motive force. With PVC steel tube of 150 mm in diameter & 15m—50m.long. It can be stored
      up or operate easily without any trouble. The foremost one in this country. (Fig .1) (Fig .2)
9.    Long—distance water project with negative head: Water distribution project of high pressure
      inside a city has the defects of high variation of levels, too many curves of the tubes, thus
      causing great losses at the water heads. As the water flowing quantity within the pipe is
      constant, it is not easy to meet with the demands or requirement of the users. In this way, supply
      fails to meet the demand, thus, there used to be a great variations of water supply & demand for
      users who reside in various parts of a city. Once TWHSVP is adopted, it shall surely cut down
      the number of the gas-expulsion valves & cut down the tubal caliber. It will also lessen the
      number of the pressure-pumps & their auxiliary equipments, consequently lowering the
      investment of the project. (Fig .8) (Fig .10)
10.   Current interruption of the mighty river & their auxiliary expulsion stream: Full utilization of
      the difference of water levels before the dam is closed up. Installation of several sets of
      TWHSVP of huge caliber without power (for temporary use only), thus to lower the flowing
      speed & preventing the loss of the muddy stones that would be washed away by the high speed
      rushing torrents, thus lessening the loss (the largest caliber can be 3 meters, its cross section can
      be converted into oblong or oval shape) thus lowering its speed at the mouth, avoiding the
      rushing off of the muddy rocks & stones, thus lessening the loss which would be profitable for
      the interruption of the stream & setting up the dam. (Fig .2)
11.   Reservoir without any equipment either in the prevention of inundation or siphoned suction
      should utilize TWHSVP to cross over the dam of the reservoir or the spillway (the topmost part
      of the siphoned pipe) about 8 metres away from the reservoir, so as to conduct water for
      irrigation & to generate power. When the reservoir is in danger of a deluge, it can spill out the
      excessive water, avoiding an inundation. Utilization of such an installation with
      super-dimension tube (of from 2 m to 4 m) will be of help during an inundation. (Fig .3)
      (Fig .2)
12.   Project of expulsion of sandy mud with symphonic tube in the reservoir. Without any power,
      TWHSVP can easily symphonic out the accumulated sandy mud at the bottom of the reservoir.
      The larger the water head, the larger would be the precipitated sandy stones that are sucked out.
      Installed on the very dam of the reservoir, by the sluice gate or by the side of spillway, the
      siphoned head should go down to the bottom of the reservoir at a certain angle, so as to
      cooperate with the stirring equipment. So as to suck the precipitated stony mud & even stones.
      Thus augmenting the capacity of the reservoir to hold water. (Fig .2)
13.   Whole set of moving installation for emergency during deluge period without requiring any
      power: Once the installations of the reservoir, such as the dam, the dyke, the spillway, the
      tunnel or the tube become damaged or impaired, it will lower the flowing out quantity of the
      water or become an impaired reservoir. Its installation of a 150 mm TWHSVP is the only
      solution. Its installation requires no much space, but with unlimited power. Once in stored, it
      requires filling in water only once within a very short time without requiring any power, but can
      spill out water from twenty thousand to thirty thousand sq. metres to spill out the deluge. One
      set of such an installation equals to the out flowing water of eight sets of immersed pumps.
      (Fig .3) (Fig .1)
14.   Siphoned tube for the disposal of the dirty water: The whole set of equipment for the disposal
      of the dirty water of a city should have a considerable quantity of symphonic tubes for
      precipitation, infiltration, out flowing & incoming. The construction is very complex, slow &
      the effective rate not high enough. With TWHSVP, tubal diameter would be 150mm—2500mm
      only, without suction to vacuum, whereas the water would fill the tube more than 99% with
      powerful capability of sucking up dirty muds. Its effect would go up extraordinary high. (Fig .1)
      (Fig .2)
15.   Industrial circulatory water: Based upon the demand & planning of the project, we are able to
      economize 35% of the water. (Fig .11)
16.   Cooling of the circulation of air conditioning. (Fig .11)
17.   Siphoned drawing of water in swimming pond, salty pond& fishery, animal raising, farming &
      forestry. (Fig .1) (Fig .2) (Fig .3) (Fig .7) (Fig .12)
18.   The siphoned tube of TWHSVP in various usages. (Fig .1) (Fig .11)