Background of the Invention
1. Field of the Invention
[0001] The present invention relates generally to water rides, and, more particularly to
a redundant array pumping system and associated control and diagnostics for water
rides of the type incorporating one or more high speed water jets for transferring
kinetic energy to ride participants and/or ride vehicles riding/sliding on a low-friction
slide or other ride surface.
2. Background of the Related Art
[0002] The past two decades have witnessed a phenomenal proliferation of family water recreation
facilities, such as family waterparks and water oriented attractions in traditional
themed amusement parks. Typical mainstay water ride attractions include waterslides,
river rapid rides, and log flumes. These rides allow riders to slide down (either
by themselves or via a ride vehicle) a slide or chute from an upper elevation or starting
point to a lower elevation, typically a splash pool. Gravity or gravity induced rider
momentum is the prime driving force that powers participants down and through such
traditional water ride attractions.
[0003] U.S. Pat. No. 4,198,043 to Timbes, for example, discloses a typical gravity-induced water slide wherein a rider from
an upper start pool slides by way of gravity to a lower landing pool. Similarly,
U.S. Pat. No. 4,196,900 to Becker discloses a conventional downslope waterslide with water recirculation provided.
In each case, water is provided on the ride surface primarily as a lubricant between
the rider and the ride surface and/or to increase the fun and enjoyment of the ride
such as by splashing water.
[0004] A more recent phenomenon are the so-called "injected sheet flow" water rides.
These rides typically employ one or more high-pressure injection modules which inject
a sheet or jet of high-speed water onto a ride surface to propel a participant in
lieu of, or in opposition to, or in augmentation with the force of gravity. The location
and configuration of the nozzles and the velocity and volume of the injected flow
prescribes the resultant water flow pattern and user path/velocity for a particular
ride. A wide variety of fun and entertaining water rides and ride configurations are
possible using injected sheet flow technology.
[0005] For example, one such injected sheet flow water ride is sold and marketed under the
name Master Blaster®, and is available from NBGS of New Braunfels Texas. The Master
Blaster® ride attraction is also sometimes referred to as a "water coaster" style
water ride because it provides essentially the water equivalent of a roller coaster
ride. In particular, it has both downhill and/or uphill portions akin to a conventional
roller-coaster and it also powers ride participants up at least one incline.
[0006] In a typical water coaster style water ride high-pressure water injection nozzles
are located along horizontal and/or uphill portions of the ride to provide high-speed
jets which propel the participant in the absence of or in addition to any gravity-induced
rider momentum. Such high speed jets can also be used to accelerate participants horizontally
or downhill at a velocity that is greater than can be achieved by gravity alone. High
speed jets can also be used to slow down and/or regulate the velocity of ride participants
on a ride surface so as to prevent a ride participant from achieving too much velocity
or becoming airborne at an inopportune point in the ride. See, for example,
U.S. Patent No. 5,213,547 incorporated herein by reference.
[0007] Another popular water ride of the injected sheet flow variety is the sheet flow simulated
wave water ride. For example, one such simulated wave water ride is sold and marketed
under the name Flow Rider®, and is available from Wave Loch, Inc. of La Jolla, California.
The Flow Rider® simulated wave water ride includes a sculptured padded ride surface
having a desired wave-simulating shape upon which one or more jets of high-speed sheet
water flow are provided. The injected sheet water flow is typically directed up the
incline, thereby simulating the approaching face of an ideal surfing wave. The thickness
and velocity of the sheet water flow is such that is creates simultaneously a hydroplaning
or sliding effect between the ride surface and the ride participant and/or vehicle
and also a drag or pulling effect upon a ride participant and/or ride vehicle hydroplaning
upon the sheet flow. By carefully balancing the upward-acting drag forces and the
downward-acting gravitational forces, skilled ride participants are able to ride upon
the injected sheet water flow and perform surfing-like water skimming maneuvers thereon
for extended periods of time thereby achieving a simulated and/or enhanced surfing
wave experience. See, for example,
U.S. Patent No. 5,401,117 incorporated herein by reference.
[0008] In each of the injected sheet flow water rides described above, water is injected
onto the ride surface by a high-pressure pumping system connected to one or more flow
forming nozzles located at various positions along or adjacent to the ride surface.
The pumping system serves as the primary driving mechanism and generates the necessary
head or water pressure needed to deliver the required quantity and velocity of water
from the various flow forming nozzles. Conventionally the pumping system comprises
a bank of pumps with each pump providing water to a single nozzle located at a particular
position along or adjacent to the ride surface. Where a series of nozzles are connected
together, it is also known to use a single pump with a suitable manifold to provide
the requisite water to each nozzle. The particular configuration and number of pumps
chosen for a given system is typically dictated by factors such as the cost and pumping
capacity of each pump, the size and nature of the particular ride and the type of
ride effect desired.
Typically, the suction end of each pump is connected to a water filter, which, in
turn, is linked to a water reservoir or sump.
[0009] Occasionally, however, it has been observed that one of the pumps in the water ride
pumping system will fail or become sufficiently impaired such that it is no longer
able to function at the required capacity and/or head. In such cases, the pump may
have to be shut-off for replacement or repair. Similarly, an associated filter or
nozzle may become congested or clogged such that the required flow rate is not achieved.
In such cases the whole water ride is adversely affected and is typically required
to be shut down to facilitate service and/or repair of the malfunctioning component.
[0010] This is an undesirable and disadvantageous situation because ride patrons may become
upset or impatient waiting for the ride to be repaired and restarted. Also, patrons
on the ride during a forced shut-down may be effectively stranded on the ride for
some time while the affected components are being serviced and/or replaced. Excessive
down-time can lead to lower overall rider throughput and, therefore, reduced profits
for the ride owner/operator. For certain water rides there can also be safety implications
if one or more of the injection nozzles should suffer a sudden collapse of water pressure
due to pump failure or the like. For example, in water coaster type rides with both
uphill and downhill portions, the sudden loss of localized nozzle water pressure on
an uphill portion could possibly cause a ride participant(s) to stall and possibly
fall back and collide with other ride participants entering the uphill portion, for
example.
[0011] It would be a significant advance and commercial advantage in the industry if such
disadvantages could be overcome or mitigated.
[0012] In
US-A-5 566 709, a fluid plant and its operating method is disclosed.
Summary of the Invention
[0013] Accordingly, it is a principle object and advantage of the present invention to overcome
some or all of these limitations and to provide a redundant array pumping system and
an associated control and diagnostics system for water rides of the type incorporating
one or more high speed water jets for transferring kinetic energy to ride participants
and/or ride vehicles riding/sliding on a low-friction slide or other ride surface.
[0014] A water ride attraction according to the present invention is defined according to
claim 1, further embodiments are specified in the dependent claims.
[0015] A redundant array pumping system includes a redundant pump array and a redundant
filter array for ensuring uninterrupted water supply to an associated water ride.
The redundant array pumping system preferably includes at least one primary pump and
at least one auxiliary pump. Similarly, the redundant filter system preferably includes
at least one primary filter and at least one auxiliary filter. Preferably, the nozzle
system incorporates a plurality of quasi-redundant nozzles with each nozzle having
a plurality of primary jets and at least one reserve jet. Each primary pump draws
water from a water reservoir or sump via each respective primary filter and provides
water to each respective nozzle. The nozzles are preferably spaced and positioned
at predetermined locations along the water ride.
[0016] The pumps of the redundant array pumping system are preferably coupled by employing
a pump bypass manifold. The redundant pumping system is preferably disposed with valve
means, comprising manual or automated valves. The valve means permit looping out and
looping in of each primary and auxiliary pump. Advantageously, this allows a primary
pump to be isolated for inspection, servicing, repair or replacement while an auxiliary
pump serves as a substitute, thereby ensuring that the water ride continues smooth
and non-disruptive operation.
[0017] Similarly, the filters of the redundant filter array are preferably coupled by employing
a filter bypass manifold. The redundant filter system is preferably disposed with
valve means, comprising manual or automated valves. Again, the valve means permit
looping out and looping in of each primary and auxiliary filter. Advantageously, this
allows a primary filter to be isolated for inspection, servicing, repair or replacement
while an auxiliary filter serves as a substitute, thereby ensuring that the water
ride continues smooth and non-disruptive operation.
[0018] Preferably, each jet of a quasi-redundant nozzle is coupled with flow control means,
such as manual or automated flow control valves. Also, the jets forming a particular
nozzle are preferably substantially closely spaced. Thus, if a primary jet is partially
blocked the associated flow control means can possibly be adjusted to compensate for
the blockage. If the blockage is severe, the flow control means for an adjacent reserve
jet can be adjusted to compensate for the blockage of the blocked reserve jet, thereby
advantageously ensuring that the water ride continues to operate smoothly and with
minimal effect on its quality.
[0019] A plurality of pumps can be added in parallel to each one or some of the primary
and auxiliary pumps. Thus, one or more of the plurality of pumps in parallel may serve
in an auxiliary capacity along with or without the auxiliary pump(s) already present
in the first-mentioned preferred embodiment. Similarly, a plurality of filters can
be added in parallel to each one or some of the primary and auxiliary filters. Thus,
one or more of the plurality of filters in parallel may serve in an auxiliary capacity
along with or without the auxiliary filter(s) already present in the first-mentioned
preferred embodiment. Advantageously, this adds an extra degree of redundancy to the
water ride hydraulic pumping system.
[0020] Each or some primary pumps feed into a plurality of jets with each jet being part
of a separate nozzle. Preferably, these nozzles are substantially closely spaced one
behind the other and include primary and reserve jets which have associated flow control
means, such as manual or automated flow control valves. In the case of jet blockage,
appropriate adjacent reserve jets are activated by adjusting the flow control means
to provide sufficient water to the water ride.
Advantageously, this quasi-redundant nozzle configuration permits nozzle quasi-redundancy
in two dimensions.
[0021] For purposes of summarizing the invention and the advantages achieved over the prior
art, certain objects and advantages of the invention have been described herein above.
Of course, it is to be understood that not necessarily all such objects or advantages
may be achieved in accordance with any particular embodiment of the invention. Thus,
for example, those skilled in the art will recognize that the invention may be embodied
or carried out in a manner that achieves or optimizes one advantage or group of advantages
as taught herein without necessarily achieving other objects or advantages as may
be taught or suggested herein.
[0022] All of these embodiments are intended to be within the scope of the invention herein
disclosed. These and other embodiments of the present invention will become readily
apparent to those skilled in the art from the following detailed description of the
preferred embodiments having reference to the attached figures, the invention not
being limited to any particular preferred embodiment(s) disclosed.
Brief Description of the Drawings
[0023] Those of ordinary skill in the art will readily recognize the advantages and utility
of the present invention from the detailed description provided herein having reference
to the appended figures, of which:
FIG. 1 is a perspective schematic view of one embodiment of an injected sheet water
ride having features and advantages in accordance with the present invention;
FIG. 2a is a top view of a propulsion module for use in accordance with the injected
sheet water ride of FIG. 1;
FIG. 2b is a side view of the propulsion module of FIG 2b;
FIG. 2c is a side view of a series of connected propulsion modules illustrating a
rider thereon;
FIG. 3a is a side perspective view of an upward accelerator incorporating multiple
connected propulsion modules and illustrating a rider thereon;
FIG. 3b is a side perspective view of one of the connected propulsion modules of FIG.
3 a and illustrating a rider thereon;
FIG. 4 is a simplified schematic diagram of a redundant array pumping and filtration
system having features and advantages in accordance with the present invention;
FIG. 5 is a front elevation view of a redundant pump and filter array system having
features and advantages in accordance with the present invention;
FIG. 6 is a partial schematic cross-section view of a line filter for use in accordance
with the redundant pump and filter array system of FIG. 5;
FIGS. 7a-d are schematic fluid circuit diagrams of the redundant pump and filter array
system of FIG. 5, illustrating various modes of preferred operation thereof;
FIGS. 8a,b are schematic fluid circuit diagrams of an alternative embodiment of a
redundant pump and filter array system having features and advantages in accordance
with the present invention, illustrating various modes of preferred operation thereof;
FIGS. 9a-d are schematic fluid circuit diagrams of a further alternative embodiment
of a redundant pump and filter array system having features and advantages in accordance
with the present invention, illustrating various modes of preferred operation thereof;
FIG. 10 is a schematic fluid circuit diagram of a further alternative embodiment of
a redundant pump and filter array system having features and advantages in accordance
with the present invention;
FIG. 11 is a partial schematic perspective view of a redundant nozzle array having
features and advantages of the present invention;
FIG. 12 is a simplified schematic fluid circuit diagram of the redundant nozzle array
of FIG. 11;
FIG. 13 is a simplified schematic fluid circuit diagram of an alternative embodiment
of a redundant nozzle array having features and advantages in accordance with the
present invention;
FIGS. 14a-c are schematic fluid circuit diagrams of a further alternative embodiment
of redundant pump, filter and nozzle array systems having features and advantages
in accordance with the present invention, illustrating the use of flow and pressure
sensors therein; and
FIG. 15. is a simplified control system logic diagram of a diagnostic and control
system for a water ride having features and advantages in accordance with the present
invention.
Detailed Description of the Preferred Embodiments
[0024] For purposes of illustration and ease of understanding, the present invention is
discussed primarily in the context of a water coaster style water ride, such as illustrated
in FIG. 1. However, it should be recognized that some or all of the elements of the
invention taught herein may also be used efficaciously for controlling other types
of rides having multiple water injection nozzles, such as simulated wave water rides,
flume rides, and the like.
[0025] FIG. 1 is a simplified schematic of a water-coaster style water ride 90 having features
in accordance with the present invention. Water Coaster 90 commences with a conventional
start basin 72, which allows ride participants 29 to enter the ride. The ride generally
comprises a ride surface 70 forming a channel. The ride surface 70 may be made of
any number of suitable materials, for example, resin impregnated fiberglass, concrete,
gunite, sealed wood, vinyl, acrylic, metal or the like, which can be made into segments
and joined by appropriate water-tight seals in end to end relation. Ride surface 70
is supported by suitable structural supports 71, for example, wood, metal, fiberglass,
cable, earth, concrete or the like.
[0026] Ride attraction surface 70, although continuous, may be sectionalized for the purposes
of description into a first horizontal top of a downchute portion 70a' to which conventional
start basin 72 is connected, a first downchute portion 70b', a first bottom of downchute
portion 70c', a first rising portion 70d' that extends upward from the downchute bottom
70c', and a first top 70e' of rising portion 70d'. Thereafter, attraction surface
70 continues into a second top of downchute portion 70a", a second downchute portion
70b", a second bottom of downchute portion 70c", a second rising portion 70d" that
extends upward from downchute bottom 70c", and a second top 70e" of rising portion
70d". Thereafter, attraction surface 70 continues into a third top of downchute portion
70a"', a third downchute portion 70b"', a third bottom of downchute portion 70c"',
a third rising portion 70d"' that extends upward from downchute bottom 70c"', and
a third top 70e"' of rising portion 70d"'. Thereafter, attraction surface 70 continues
into a fourth top of downchute portion 70a"", a fourth downchute portion 70b" ", a
fourth bottom of downchute portion 70c"", a fourth rising portion 70d"" that extends
upward from downchute bottom 70c"", and a fourth top 70e"" of rising portion 70d""
which connects to ending basin 73 in an area adjacent start basin 72 and the first
top of downchute portion 70a'.
[0027] An upward accelerator module 42 is located in an upward portion 70d' of the attraction
surface 70. A horizontal accelerator 40a is located in attraction surface 70 at the
second bottom of the downchute portion 70c". A downward accelerator 44 is located
in attraction surface 70 at third downchute portion 70b"'. A second horizontal accelerator
40b is located in attraction surface 70 at the fourth top of downchute portion 70a"".
The various accelerator modules are adapted to inject a sheet flow of water onto the
ride surface 70 to propel a rider and/or ride vehicle thereon. Overflow water, whitewater
(ie.. splash) and rider transient surge build up is eliminated by venting the slowed
water over the outside edge of the riding surface, or through openings provided along
the bottom and/or side edges of the channel. Water to the various accelerator modules
40, 42, 44 and to start basin 72 is provided via a high pressure source described
in more detail later.
[0028] Turning now to FIG. 2A (top view) and FIG. 2B (side view) there is illustrated a
propulsion module 21 comprising a high flow / high pressure water source 22; a flow
control valve 23; a flow forming nozzle 24 with adjustable aperture 28; all of which
work together to form a discrete jet-water flow 30 with arrow indicating the predetermined
direction of motion. The aperture 28 of the flow-forming nozzle 24 preferably has
an elongated rectangular shape, as shown, so as to extrude a sheet-like jet of water.
The aperture may be sized from about ½ cm x 20cm to about 40cm x 200cm in height and
width, respectively. Alternatively, other shapes and sizes may be used with efficacy.
[0029] The propulsion module further includes a substantially smooth segment of riding surface
25 over which jet-water flow 30 flows. Riding surface 25 preferably has sufficient
structural integrity to support the weight of a human rider(s), vehicle, and water
moving thereupon. It is also preferred that riding surface 25 have a low-coefficient
of friction to enable jet-water 30 to flow and rider 29 to move with minimal loss
of speed due to drag.
Module 21 may be fabricated using of any number of suitable materials, for example,
resin impregnated fiberglass, concrete, gunite, sealed wood, vinyl, acrylic, metal
or the like, and is joined by appropriate water-tight seals in end to end relation.
[0030] FIG.2C (side view) depicts a rider 29 (with arrow indicating the predetermined direction
of motion) sliding upon a series of connected modules 21a, 21b, 21c. Connections 26a,
26b and 26c between modules 21a, 21b, and 21c permit any desired degree of increase
in overall length of the connected propulsion modules, as operationally, spatially,
and financially desired. Connection 26 can result from bolting, gluing, or continuous
casting of module 21 in an end to end fashion. When connected, the riding surface
25 of each module is preferably substantially in-line with and flush to its connecting
module to permit a rider 29 who is sliding thereon and the jet-water 30 which flows
thereon to respectively transition in a safe and smooth manner. When a module has
nozzles 24 that emerge from a position along the length of the riding surface 25 (as
depicted in FIG. 1C), it is preferred that the non-nozzle end of the riding surface
25 extend to and overlap the top of a connecting nozzle 24 at connection 26. Further
to this configuration, it is also preferred that the bottom of nozzle 24 extend and
serve as riding surface 25.
[0031] The length of each propulsion module 21 can vary depending on desired operational
performance characteristics and desired construction techniques or shipping parameters.
Module 21 width can be as narrow as will permit one participant to ride in a seated
or prone position with legs aligned with the direction of water flow, roughly 50 cm
(20 inches), or as wide as will permit multiple participants to simultaneously ride
abreast in a passenger vehicle or inner-tube.
[0032] Each nozzle 24 is formed and positioned to emit jet-water flow 30 in a direction
substantially parallel to and in the lengthwise direction of riding surface 25 through
adjustable aperture 28. To enable continuity in rider throughput and water flow, when
modules are connected in series for a given attraction (e.g., FIG. 2c), all nozzles
are preferably aligned in the same relative direction to augment overall momentum
transfer and rider movement. The condition of jet-water flow 30 (i.e., temperature,
turbidity, pH, residual chlorine count, salinity, etc.) is standard pool, lake, or
ocean condition water suitable for human swimming.
[0033] FIGS. 3a, 3b illustrate the use and operation of an upward accelerator 42 for propelling
a rider 29 along a portion of ride surface 25 from a lower elevation to a higher elevation.
A rider 29 enters the accelerator module 21 at the end nearest nozzle 24 and moves
upward along its length as shown in FIG. 3b. On each accelerator module (FIG. 3b)
jet-water flow 30 from water source 22 is injected by nozzle 24 through adjustable
aperture 28 onto the ride surface, preferably between the rider and the ride surface.
Flow control valve 23 and adjustable aperture 28 permit adjustment to water flow velocity,
thickness, width, and pressure. The thickness and velocity of the sheet water flow
is preferably adjusted such that is creates simultaneously a drag or pulling effect
upon the ride participant and/or ride vehicle and also a hydroplaning or sliding effect
between the ride surface and the ride participant and/or vehicle. The hydroplaning
effect eliminates or reduces friction between the rider/vehicle and the ride surface,
while the drag or pulling effect tends to pull the rider/vehicle along the ride surface
25.
[0034] In the case of the accelerator module 21 the velocity of jet-water flow 30 is moving
at a rate greater than the speed of the entering rider 29 and, thus, a transfer of
momentum from the higher speed water to the lower speed rider causes the rider to
accelerate and approach the speed of the more rapidly moving water. During this process
of transferred momentum, a small transient surge 33 will build behind the rider. Transient
surge 33 can be minimized by allowing excess build-up to flow over and off the sides
of the ride surface 25. Alternatively, other vent mechanisms, e.g., side drains or
porous vents, could also be used as desired.
[0035] Upward accelerator 42 can comprise a single accelerator module 21 (FIG. 3b) or multiple
modules 21a, 21b, 21c, et seq. (FIG. 3a), as desired. In the multiple module embodiment
illustrated in FIG. 3a a rider 29 can move from module 21a to module 21b to module
21 c, et seq. with corresponding increases in acceleration caused by the progressive
increase in water velocity issued from each subsequent nozzle 24a, 24b, 24c, et seq.,
until a desired maximum velocity is reached. The water pressure at each nozzle aperture
24a, 24b, 24c can be adjusted to provide such desired operational characteristics.
[0036] In a typical injected sheet flow water ride nozzle pressure can range from approximately
5 psi to 250 psi depending upon: (1) size and configuration of nozzle opening; (2)
the weight and friction of a rider relative to the riding surface; (3) the consistency
of riding surface friction; (4) the speed at which the rider enters the flow; (5)
the physical orientation of the rider relative to the flow; (6) the angle of incline
or decline of the riding surface; and (7) the desired increase or decrease in speed
of rider due to flow-to-rider kinetic energy transfer. In an injected sheet flow water
ride attraction that utilizes vehicles, nozzle pressure range can be higher, given
that vehicles can be designed to withstand higher pressures than the human body and
can be configured for greater efficiency in kinetic energy transfer. The flow control
valve 23 of the accelerator module 21 (FIG. 3b) can be used to adjust nozzle pressure
and flow as operational parameters dictate and can be remotely controlled and programmed.
[0037] The driving mechanism or energy source which provides the required water flow and
pressure at the water source 22 of each propulsion module 21 is a plurality of pumps
contained, for example, within a suitable pump house or building 92 (FIG. 1). Such
pumps are in fluid communication with each of the accelerator modules 40a, 40b, 42,
44 via pressurized supply lines 102, 106, 100, 104, respectively. The pumps are also
in fluid commination with the start basin 72 and an optional surge tank 94. The surge
tank 94 provides a low point reservoir to collect and facilitate re-pumping of vented
water and also provides a holding and/or filtration tank for recycled water.
[0038] In conventional water ride architecture, a single large pump may be used to provide
water to a plurality of accelerator modules and/or other water injection units using
a suitable distribution manifold. It is also know to use separate smaller pumps for
each accelerator module or a series of modules connected together. The particular
configuration and number of pumps chosen for a given system is typically dictated
by factors such as the cost and pumping capacity of each pump, the size and nature
of the particular ride and the type of ride effect desired. In normal operation the
particular pump configuration chosen does not affect the performance of the ride.
[0039] Occasionally, however, it has been observed that one of the pumps in the water ride
pumping system will fail or become sufficiently impaired such that it is no longer
able to function at the required capacity and/or head. In such cases, the pump may
have to be shut-off for replacement or repair. Similarly, an associated filter or
nozzle may become congested or clogged such that the required flow rate is not achieved.
In such cases and with water rides configured in a conventional manner the whole water
ride is adversely affected and is typically required to be shut down to facilitate
service and/or repair of the malfunctioning component.
[0040] Consider, for example, the upward accelerator 42 of FIG. 3a. If a pump feeding the
furthest downstream nozzle 24c of the ride becomes impaired or non-operational for
whatever reason, the remaining injected water flows from nozzles 24a, 24b may be inadequate
to push the rider 29 up the remaining portion of the incline. In that event the rider
29 will stall on the ride surface. If the ride is not shut down, there may be a risk
that other riders may be accelerated up the incline by upward accelerator 42, possible
colliding with the stalled rider and causing injury.
[0041] But, shutting down the ride is an undesirable and disadvantageous situation because
ride patrons may become upset or impatient waiting for the ride to be repaired and
restarted. Also, patrons on the ride during a forced shut-down may be effectively
stranded on the ride for some duration until such time as it can be successfully repaired
and restarted. Excessive down-time can lead to lower overall rider throughput and,
therefore, reduced profits for the ride owner/operator. It is analogously obvious
that the blockage and clogging of water filters and nozzles and the like in a water
ride hydraulic pumping system could also have similar detrimental effects on the safety,
quality and profitability of the ride.
Redundant Pump and Filter Array
[0042] Advantageously, the present invention overcomes some or all of these limitations
by providing a pumping system comprising a redundant pump and filter array for facilitating
rapid ride recovery following a pump failure or related component failure. FIG. 4
is a simplified schematic plumbing diagram illustrating one possible embodiment of
a pumping system 10 comprising a redundant pump and filter array 12 which exploits
the advantages of the present invention.
[0043] The pumping system 10 of FIG. 4 is best discussed and understood in the context of
the water coaster style ride illustrated in FIG. 1. As illustrated and discussed above,
the water ride 90 generally includes a water reservoir or sump 94 and a pumping system
contained within a pump house 92. Feedlines 100, 102, 104 and 106 originate from the
pump house 92 and are connected to respective nozzles N2, N5, N7 and N10 of accelerator
modules 42, 40a, 44, 40b, respectively.
[0044] With the water ride 90 of FIG. 1 in operation, a rider 29 (with or without a vehicle)
enters a start basin 72 and commences a descent in the conventional manner along downhill
section 74. Upon entering an uphill section 76 the rider 29 encounters an upward nozzle
N2 which injects a high-speed flow that accelerates and enhances the elevation of
the rider 29 to the top of the uphill section 76. Thereafter, the rider 29 continues
onto the bottom of a downhill section 78 where the rider 29 encounters a horizontal
nozzle N5 which injects a high-speed flow that accelerates and enhances the elevation
of the rider 29 to the top of an uphill section 80. Further, moving down a downhill
section 82 the rider 29 encounters a downward nozzle N7 which injects a high-speed
flow that accelerates the rider 29 downhill eventually imparting enough momentum to
enable the rider 29 to ascend over the top of an uphill section 84. The rider then
encounters a horizontal nozzle N10 which injects a high-speed flow that accelerates
the rider eventually imparting enough momentum to enable the rider 29 to ascend over
the top of the uphill section 86, wherein the ride of the rider 29 terminates in an
end basin or splash pool 73.
[0045] Preferably, the pumping system 10 (FIG. 4) provides a sufficient quantity of high
pressure water to each of the nozzles N2, N5, N7 and N10 to enable the rider 29 to
complete the afore-described path. In this regard, those skilled in the art will recognize
that the nozzles N2, N5, N7 and N10 may either be operated simultaneously and continuously,
such as for continuous rider throughput; or successively and intermittently (ie. only
as needed), such as for individual or spaced riders. In either case, the velocity
of water that issues from each respective nozzle N2, N5, N7 and N10 is dictated by
factors such the size and shape of the nozzle, hydraulic pressure at the nozzle inlet,
friction (or flow blockages) within the hydraulic pumping system, and the free flow
path at the nozzle outlet.
[0046] Hydraulic pressure at each nozzle inlet is preferably maintained by a pumping system
10 (FIG. 4). Generally, the pumping system 10 comprises a pump and filter array 12
arranged in an N+1 redundant array-in this case four primary pump/filter combinations
201-204 and one reserve pump/filter combination 205. Each primary pump/filter combination
in the array 12 is adapted to supply water under pressure to a corresponding accelerator
module 42, 40a, 40b, 44 (FIG. 1) via supply lines 100, 102, 104, 106. At least one
reserve pump/filter combination 205 is provided and hydraulically coupled to the system
such that any one of the primary pump/filter combinations 201-204 can be hydraulically
disconnected or bypassed from the system and effectively replaced with the reserve
pump/filter combination 205. In this manner, if one pump/filter combination should
suffer a failure or impairment it can be bypassed from the system and replaced hydraulically
with the reserve pump.
[0047] Preferably the various pumps and filters comprising the pumping system 10 are hydraulically
arranged and coupled through suitable valves 215, check valves 217, bypass manifolds
219, 221 and the like such that the various pump/filter combinations can be "hot swapped"
with one or more reserve pump/filter combinations. In this manner, a failed pump or
other component may be easily and transparently removed or disconnected from the pumping
system while the system is operating without affecting the remaining pumps or ride
performance. Most preferably, this "hot swapping" is effected automatically by a suitable
control and diagnostics system, described in more detail later.
[0048] If desired, an additional line filter 225 ("make up line") may be provided as part
of the pumping system 10 so as to provide, in effect, an N+1+1 redundancy of line
filters.
Assume, for example, that one of the primary pump/filter combinations fails and the
reserve pump/filter combination 205 is switched into the circuit to make up for the
lost pumping capacity. But, before the failed primary pump/filter combination can
be repaired or replaced, one of the associated line filters becomes clogged. In this
event, the N+1+1 filter redundancy would enable the clogged filter to be hydraulically
disconnected from the fluid circuit to facilitate cleaning or repair while the make
up line and filter 225 provide a hydraulic "stand-in" for the clogged filter. Again,
suitable valves 215, check valves 217, bypass manifolds 219, 221 and the like are
preferably provided such that the clogged filter can be "hot swapped" (preferably
automatically) with the make up line and filter 225. Alternatively, those skilled
in the art will recognize that the various line filters may themselves be arranged
in an N+1 or N+2 redundant array and connected together using one or more suitable
valves 215, check valves 217, manifolds 219, 221 and the like.
[0049] In the particular pumping system 10 illustrated in FIG. 4, an optional filter pump
230 and associated line filter 232 is advantageously provided so as to facilitate
parallel or "off-line" filtering of recirculated water via filter tanks 235, 237.
These are typically sand filters or replaceable cartridge filters and, if desired,
may be arranged in an N+1 redundant array, as shown. Again, suitable valves 215, check
valves 217, bypass manifolds 219, 221 and the like are preferably provided such that
one filter 235 can be "hot swapped" (preferably automatically) with the other filter
237 (or vice versa) so as to ensure continuous ride operation. If desired, a portion
of the water flow from filter pump 230 may be selectively diverted via a bypass line
241 to drive an associated water ride, such as a lazy river or the like, if desired.
[0050] FIGS. 5-7 are schematic illustrations of an alternative embodiment of a pumping system
10 having features and advantages of the present invention. In this case, the pumping
system 10 includes both a redundant pump array 16 and a redundant filter array 18
feeding an array of nozzles 13. The nozzles N1-11 each preferably include an associated
flow control valve FCV1, FCV2, FCV3, FCV4, FCV5, FCV6, FCV7, FCV8, FCV9, FCV10 and
FCV11, as shown in FIG. 7a, to provide localized adjustment and control of the injected
flow to achieve a desired ride effect.
[0051] Preferably, the redundant pump array 16 includes a plurality of primary pumps P1,
P2, P3, P4, P5, P6, P7, P8, P9, P10 and P11, and at least one auxiliary or reserve
pump P12. Preferably, the redundant filter array 18 includes a plurality of primary
filters F1, F2, F3, F4, F5, F6, F7, F8, F9, F10 and F11, and at least one auxiliary
or reserve filter F12. Preferably, the nozzle system 13 includes a plurality of nozzles
N1, N2, N3, N4, N5, N6, N7, N8, N9, N10 and N11.
[0052] The redundant pump array 16, the redundant filter array 18, and the plurality of
nozzles 13 are hydraulically coupled to one another, as illustrated in FIG. 5, by
a variety of standard plumbing fittings such as pipes, tees, elbows, collars, flanges,
bushings, bells, valves and the like (not shown). The sump 94 (FIG.6) is the water
source for providing water for an injected sheet flow water ride (e.g. FIG. 1) or
other water ride having multiple water injection nozzles. The plumbing leading out
of the sump 94 includes valves SV1, SV2, SV3, SV4, SV5, SV6, SV7, SV8, SV9, SV10,
SV11 and SV12 which connect the sump to filters F1 to F12, respectively (see, e.g.
FIG. 6).
[0053] The valves SV1 to SV12 are preferably open-close type valves, such as butterfly valves,
and are preferably electro-mechanically or hydro-mechanically operated such as via
a solenoid, piston or other convenient actuator responsive to an actuation signal
from an associated controller. Alternatively, other suitable valves and actuators
may also be used with efficacy, including gate valves, plug valves and ball valves
among others. Those skilled in the art will readily recognize that throttle valves
may also be used, as desired, to provide flow control.
[0054] Preferably, and as shown more particularly in FIGS. 5 and 6, the redundant pump array
16 includes a pump bypass manifold 20. Preferably, the pump bypass manifold 20 and
the piping leading to the nozzles N1 to N11 has a nominal diameter of about 25-30cm
(10-12 inches). The bypass manifold 20 permits the output from the auxiliary pump
P12 to be fed to one of the nozzles N1 to N11 positioned along the water ride 90 as
will be discussed in more detail later herein. The pump array 16 preferably also includes
a plurality of valves PV1, PV2, PV3, PV4, PV5, PV6, PV7, PV8, PV9, PV10 and PV11 positioned
downstream of the discharge end of respective pumps P1 to P11. The settings of the
valves PV1 to PV11 are used to manage the output from the respective pumps P1 to P11
to the respective nozzles N1 to N11. Preferably, the pump array 16 further includes
a plurality of valves PMV1, PMV2, PMV3, PMV4, PMV5, PMV6, PMV7, PMV8, PMV9, PMV10
and PMV11 disposed in communication with the pump manifold 20, and valves APV12 and
APV13 associated with the auxiliary pump P12. The settings of the valves PMV1 to PMV11
and the valves APV12 and APV13 in conjunction with the settings of the valves PV1
to PV11 are responsible for directing the water output from the pumps P1 to P11, and
P12 as needed or desired, along predetermined paths to predetermined destinations
as will be discussed at greater length later herein. Again, these various valves are
preferably open-close type valves, such as butterfly valves, and are preferably electro-mechanically
or hydro-mechanically operated such as via a solenoid, piston or other convenient
actuator responsive to an actuation signal from an associated controller. Alternatively,
other suitable valves and actuators may also be used with efficacy, including gate
valves, plug valves and ball valves among others. Those skilled in the art will readily
recognize that any one of a number of throttle valves may also be used, as desired,
to provide flow control.
[0055] In the preferred embodiment illustrated in FIG. 7a the redundant pump array 16 includes
eleven primary pumps P1 to P11 and one auxiliary pump P12. Of course, the number of
primary pumps may be increased or decreased, as desired or needed, and is partly dependent
on the nature of the ride. Similarly, more than one auxiliary pump may be incorporated
into the hydraulic pumping system described herein if additional backup capacity is
required or desired. Moreover, a grouping of pumps may be substituted for a particular
pump by connecting a plurality of pumps in series, parallel or a combination thereof.
It will be readily apparent to those of ordinary skill in the art that the redundant
pumping system of the present invention can include N+x pumps, where N is the number
of primary pumps, x is the number of auxiliary pumps, and N and x are both integers
greater than or equal to one, with x preferably being equal to one.
[0056] Preferably, the pumps P1 to P12 of the redundant pump array 16 shown in FIG. 5 are
centrifugal pumps, having a pressure head from about 23-37m (75 to 120 feet) of water
and a capacity of about 60-110 L/s (1000 to 1800 GPM), though various other types
of pumps may be used such as rotary action pumps (employing vanes, screws, lobes,
or progressive cavities), jet pumps and ejector pumps among others. Preferably, the
maximum pumping power available from each one of the pumps P1 to P12 is about 37-74kw
(50 to 100 horsepower). The pumps P1 to P12 can preferably provide water at a pressure
of about .35-17.2 Bar (5 psi to 250 psi) to the nozzles N1 to N11. In a most preferred
embodiment, the pumps P1 to P12 are ITT Marlow pumps manufactured by Flygt of Trumbull,
Connecticut.
[0057] Similarly, and as shown in FIG. 7a, the redundant filter system 18 includes a filter
bypass manifold 22. Preferably, the filter bypass manifold 22, its associated piping
and the piping leading to the pumps P1 to P12 has a nominal diameter of about 15-30
cm (6-12 inches). The filter bypass manifold 22 permits the auxiliary filter F12 to
serve as a substitute for one of the primary filters F1 to F11 as will be discussed
in more detail later herein. The filter system 18, preferably, also includes a plurality
of valves FV1, FV2, FV3, FV4, FV5, FV6, FV7, FV8, FV9, FV10 and FV11 positioned downstream
of the outlet of respective filters F1 to F11. The settings of the valves FV1 to FV11
are used to manage the water flow through the respective filters F1 to F11 to the
respective pumps P1 to P11. Preferably, the filter system 18 further includes a plurality
of valves FMV1, FMV2, FMV3, FMV4, FMV5, FMV6, FMV7, FMV8, FMV9, FMV10 and FMV11 disposed
in the filter manifold 22, and valves AFV12 and AFV13 associated with the auxiliary
filter F12.
[0058] The settings of the valves FMV1 to FMV11 and the valves AFV12 and AFV13 in conjunction
with the settings of the valves FV1 to FV11 are responsible for directing the water
flow through the filters F1 to F11, and F12 as needed or desired, along predetermined
paths to the pumps P1 to P11, and P12 as needed or desired, as will be discussed at
greater length later herein. Again, these various valves are preferably open-close
type valves, such as butterfly valves, and are preferably electro-mechanically or
hydro-mechanically operated such as via a solenoid, piston or other convenient actuator
responsive to an actuation signal from an associated controller. Alternatively, other
suitable valves and actuators may also be used with efficacy, including gate valves,
plug valves and ball valves among others. Those skilled in the art will readily recognize
that any one of a number of throttle valves may also be used, as desired, to provide
flow control.
[0059] In the preferred embodiment illustrated in FIG. 7a the redundant filter system 18
includes eleven primary filters F1 to F11 and one auxiliary filter F12. These can
be any of a wide variety of commercially available strainer baskets or line filters
as are well known in the art. The filter element of each of the filters F1 to F12
may be a replaceable strainer basket or filter cartridge 175, such as illustrated
in FIG. 6. In a most preferred embodiment, the filters F1 to F12 are strainer baskets
manufactured by ETA USA, a subsidiary of NBGS International of New Braunfels, Texas.
The inlet and outlet openings of the filters F1 to F12 preferably have a nominal diameter
of about 15-30cm (6 inches to 12 inches).
The pressure drop through each line filter F1 to F12 is preferably relatively small
(less than 5% total head) at full rated capacity.
[0060] Of course, the number of primary filters may be increased or decreased, as desired
or needed. Similarly, more than one auxiliary filter may be incorporated into the
hydraulic pumping system described herein, and more than one filter may be associated
with a particular pump by connecting a plurality of filters in series, parallel or
a combination thereof, as desired. Preferably, the redundant filter system of the
present invention includes N+x filters, where N is the number of primary pumps, x
is the number of auxiliary pumps, and N and x are both integers greater than or equal
to one, with x preferably being equal to one.
[0061] In normal operation of the water pumping system 10 the pumps P1 to P11 are operated
and draw water through respective line filters F1 to F11. Pumps P1 to P11 increase
the head of the water and thereby provide the requisite pressurized water flow to
the respective nozzles N1 to N11. Thus, the water flow to nozzle N1 begins from the
sump 94, and flows through valve SV1, filter F1, valve FV1, pump P1, valve PV1 and
ultimately to nozzle N1. Water to nozzles N2 to N1 follows a similar respective path.
In normal operation, the auxiliary pump P12 and the auxiliary filter F12 are generally
not active.
[0062] FIG. 7b depicts the settings of the various valves in the pumping system 10 during
normal operation. An open (conducting) valve is shown as "white" or "▷◁" and a closed
(blocked) valve is shown as "black" or "►◄" During normal operation sump valves SV1
to SV11 are open, filter manifold valves FMV1 to FMV 11 are closed, filter valves
FV1 to FV11 are open, pump manifold valves PMV1 to PMV11 are closed, pump valves PV1
to PV11 are open. This enables primary pumps P1 to P11 to draw water, through respective
primary filters F1 to F11, from the sump 94 and provide it to respective nozzles N1
to N11. Also, valves SV12, AFV12, AFV13, APV12 and APV13, which are associated with
the auxiliary pump P12 and the auxiliary filter F12, can either be open or closed
though it is preferred that they are closed, as illustrated in FIG. 7b, to totally
isolate the redundant auxiliary pump P12 and auxiliary filter F12 during normal operation
of the hydraulic pumping system 10. As discussed above, the auxiliary pump P12 and
the associated auxiliary filter F12 provide redundancy to the pumping system 10 and
ensure smooth operation of an associated water ride in the event that one of the pumps
P1 to P11 has to be shut-off for maintenance or replacement or if one of the primary
filters F1 to F11 has to be cleaned or replaced.
[0063] FIG. 7c illustrates the situation where primary pump P1, for example, has to be shut-off.
In that case, auxiliary pump P12 is switched in to make up for the lost capacity and
to ensure that the pumping system 10 provides the requisite water supply to nozzle
N1. Procedurally, this is accomplished by turning off primary pump P1, turning on
auxiliary pump P12, closing valve PV1, and opening valves PMV1, SV12, AFV13 and APV12,
so that the water flow to nozzle N1 is substantially not disrupted or is only briefly
interrupted. Preferably this is all done automatically, as will be discussed in more
detail below, although manual operation of the system in this manner is also effective.
In this P1 bypass configuration auxiliary pump P12 draws water from the sump 94 through
valve SV12, auxiliary filter F12, valve AFV13, and provides it to the nozzle N1 through
valve APV12, the pump manifold 20 and valve PMV1. Valves SV1 and FV1 may remain open
or be closed, but it is preferred that they be closed, as shown in FIG. 7c, to totally
isolate the primary pump P1 and associated primary filter F1. The looping out of primary
pump P1 and the re-routing of water flow from auxiliary pump P12 to nozzle N1 is preferably
accomplished while the remaining pumps and the ride remains in operation, thus providing
"hot swapping" of the affected components.
[0064] When primary pump P1 is ready to be turned on again (after inspection, servicing,
repair or replacement) the above-described procedure is simply reversed and auxiliary
pump P12 is looped out of the redundant pumping system 16 and the water is again routed
from primary pump P1 to the nozzle N1, to restore normal operation of the hydraulic
pumping system 10, all without shutting down the ride. Procedurally, this is accomplished
by turning off auxiliary pump P12, turning on primary pump P1, closing valve PMV1,
and opening valves SV1, FV1 and PV1, so that the water flow to the ride 90 (FIG. 1)
is not disrupted or interrupted. Again, valves SV12, AFV13 and APV12 may remain open
or be closed during normal operation of the hydraulic pumping system 10, though it
is preferred that they be closed as illustrated in FIG. 7c.
[0065] The above-described looping out of the primary pump P1 utilizes the auxiliary pump
P12 in conjunction with the auxiliary filter F12. Those of ordinary skill in the art
will readily recognize that by minor modification of the hydraulic pumping system
10 the auxiliary pump P12 can be used in conjunction with a primary filter. For example,
if primary pump P1 needs to be shut-off but primary filter F1 is operational, the
auxiliary pump P12 may be used with the primary filter F1. This can be realized, for
example, by having a pipe, disposed with a valve, connecting the outlet of the filter
F1 to the suction end of primary pump P12. Then by adjustment of the appropriate valves
the primary filter F1 and the auxiliary pump P12 can be coupled to provide water flow
to nozzle N1. Similarly, primary filters F2 to F11 may be connected to the auxiliary
pump P12. Since such a modification to the hydraulic pumping system 10 would be obvious
to those skilled in the art it will not be discussed in detail herein and is not shown
in the drawings, but this modification lies within the scope of the present invention.
[0066] FIG. 7d illustrates the situation where primary filter F1, for example, becomes clogged
and has to be cleaned or replaced. In that case, a similar "hot swapping" methodology
can again be used to safely perform the inspection, servicing or replacement of the
primary filter, while re-routing the water flow through the auxiliary filter F12,
without interruption or disruption of the water pumping system or associated water
ride. For example, if primary filter F1 has to be looped out, auxiliary filter F12
takes over the responsibility of filtering the water being drawn by primary pump P1,
as illustrated by the valve settings of FIG. 7d (open valves are shown as "white"
or "▷◁" and closed valves are shown as "black" or "►◄"). This is accomplished by opening
valves SV12, AFV12 and FMV1, and closing valve FV1, so that the water flow to nozzle
is not disrupted or is only briefly interrupted. In this manner primary pump P1 draws
water from the sump 94 through valve SV12, auxiliary filter F12, valve AFV12, the
filter manifold 22, valve FMV1 and provides it to the nozzle N1 through valve PV1.
Valve SV1 may remain open or be closed, but it is preferred that it be closed, as
shown in FIG. 7d, to totally isolate the primary filter F1.
[0067] When primary filter F1 is ready to be used again (after inspection, servicing or
replacement) the above-described procedure is reversed and auxiliary filter F12 is
looped out of the redundant filter system 18 and the water is again routed through
primary filter F1 to primary pump P1, to restore normal operation of the hydraulic
pumping system 10, all without shutting down the ride. This is accomplished by closing
valve FMV1, and opening valves SV1 and FV1, so that the water flow to the ride 90
(FIG. 1) is not disrupted or interrupted. Valves SV12 and APV12 may remain open or
be closed during normal operation of the hydraulic pumping system 10, though it is
preferred that they be closed as illustrated in 7d.
[0068] Those of ordinary skill in the art will readily recognize that by minor modification
of the pumping system 10 the auxiliary pump P12 can be used in conjunction with a
primary filter. For example, if primary pump P1 needs to be shut-off while retaining
the operation of primary filter F1, the auxiliary pump P12 may be used with the primary
filter F1. This can be realized, for example, by having a pipe, disposed with a valve,
connecting the outlet of the filter F1 to the suction end of primary pump P12. Then
by adjustment of the appropriate valves the primary filter F1 and the auxiliary pump
P12 can be coupled to provide water flow to nozzle N1. Similarly, primary filters
F2 to F11 may be connected to the auxiliary pump P12. Since such a modification to
the hydraulic pumping system 10 would be obvious to those skilled in the art it will
not be discussed in detail herein and is not shown in the drawings, but this modification
lies within the scope of the present invention.
[0069] FIGS. 8a-8d illustrate a further alternative embodiment of a pumping system 10' having
features and advantages of the present invention. For ease of illustration and brevity
of description like elements are designated using like reference numerals and the
descriptions thereof are not repeated herein. The pumping system 10' is similar to
that described above, except that it an additional auxiliary filter F12' is provided
along with open-close valves SV13 and AFV13', of the type mentioned herein above.
FIG. 8a depicts the settings of the various valves of the hydraulic pumping system
10' during normal operation. Again, an open (conducting) valve is shown as "white"
or "▷◁" and a closed (blocked) valve is shown as "black" or "►◄". During normal operation
sump valves SV1 to SV11 are open, filter manifold valves FMV1 to FMV11 are closed,
filter valves FV1 to FV11 are open, pump manifold valves PMV1 to PMV11 are closed,
pump valves PV1 to PV11 are open, thereby allowing primary pumps P1 to P11 to draw
water, through respective primary filters F1 to F11, from the sump 94 and provide
it to respective nozzles N1 to N11. Also, valves SV12, SV13, AFV12, AFV13, AFV13',
APV12 and APV13, which are associated with the auxiliary pump P12 and the auxiliary
filters F12 and F12', can either be open or closed though it is preferred that they
are closed, as illustrated in FIG. 8a, to totally isolate the redundant auxiliary
pump P12 and auxiliary filters F12 and F12' during normal operation of the hydraulic
pumping system 10'.
[0070] Advantageously, the pumping system 10' depicted in FIG. 8a not only allows auxiliary
pump P12 to draw water through either one of the auxiliary filters F12 and F12', thereby
providing a second level of filter redundancy, but also permits the auxiliary pump
P12 and the auxiliary filter F12 to be independently operative. For example, and as
illustrated by the valve settings in FIG. 8b, auxiliary pump P12 may substitute for
primary pump P1 while auxiliary filter F12 is simultaneously substituting for primary
filter F6. The looping out of pump P1 is accomplished by turning off primary pump
P1, turning on auxiliary pump P12, closing valve PV1, and opening valves PMV1, SV13,
AFV13' and APV12, so that the water flow is substantially not disrupted or is only
briefly interrupted.
In this manner auxiliary pump P12 draws water from the sump 94 through valve SV13,
auxiliary filter F12', valve AFV13', and provides it to the nozzle N1 through valve
APV12, the pump manifold 20 and valve PMV1. Valves SV1 and FV1 may remain open or
be closed, but it is preferred that they be closed, as shown in FIG. 8b, to totally
isolate the primary pump P1 and associated primary filter F1. Similarly, the isolation
of filter F6 is achieved by opening valves SV12, AFV12 and FMV6, and closing valve
FV6, so that the water flow again is not substantially disrupted or interrupted. In
this manner primary pump P6 draws water from the sump 94 through valve SV12, auxiliary
filter F12, valve AFV12, the filter manifold 22, valve FMV6 and provides it to the
nozzle N6 through valve PV6. Valve SV6 may remain open or be closed, but it is preferred
that it be closed, as shown in FIG. 8b, to totally isolate the primary filter F6.
[0071] Referring to FIGS. 8a, 8b, when primary pump P1 is ready to be turned on again (after
inspection, servicing, repair or replacement) auxiliary pump P12 is looped out of
the redundant pumping system 16' and the water is again routed from primary pump P1
to the nozzle N1, to restore normal operation of the hydraulic pumping system 10',
all without shutting down the ride. This is accomplished by turning off auxiliary
pump P12, turning on primary pump P1, closing valve PMV1, and opening valves SV1,
FV1 and PV1, so that the water flow is not disrupted or interrupted. Again, valves
SV13, AFV13' and APV12 may remain open or be closed during normal operation of the
hydraulic pumping system 10', though it is preferred that they be closed as illustrated
in FIG. 8a.
[0072] Similarly, when primary filter F6 (see FIGS. 8a, 8b) is ready to be used again (after
inspection, servicing or replacement) the auxiliary filter F12 is looped out of the
redundant filter system 18' and the water is again routed through primary filter F6
to primary pump P6, to restore normal operation of the hydraulic pumping system 10',
all without shutting down the ride. Referring to FIGS. 8a, 8b, this is accomplished
by closing valve FMV6, and opening valves SV6 and FV6, so that the water flow to the
ride 90 (FIG. 1) is not substantially disrupted or is only briefly interrupted. Valves
SV12 and APV12 may remain open or be closed during normal operation of the hydraulic
pumping system 10', though it is preferred that they be closed as illustrated in FIG.
8a.
[0073] FIGS. 9a-9d illustrate a further alternative embodiment of a pumping system 10" having
features and advantages of the present invention. For ease of illustration and brevity
of description like elements are designated using like reference numerals and the
descriptions thereof are not repeated herein. The pumping system 10" is similar to
the embodiments described above, except that it is advantageously symmetrically and
identically configured such that any one of the pump and filter combinations (either
in combination or separately) can be designated as "reserve" or "auxiliary" for purposes
of practicing the invention. For example, it may be desirable to rotate reserve designations
in the ordinary course of ride operations over several months or years in order to
provide for routine maintenance/service of pumps/ filters and/or to more evenly distribute
wear and tear over the various components.
[0074] FIG. 9a depicts one such pumping system 10" with the settings of the various valves
configured for normal operation. Again, an open (conducting) valve is shown as "white"
or "▷◁" and a closed (blocked) valve is shown as "black" or "►◄" Assume, for example,
that pump P12 and filter F12 are designated as reserve or auxiliary system components.
Thus, during normal operation sump valves SV1 to SV11 are open, filter manifold valves
FMV1 to FMV 11 are closed, filter valves FV1 to FV11 are open, pump manifold valves
PMV1 to PMV11 are closed, pump valves PV1 to PV11 are open. This enables primary pumps
P1 to P11 to draw water, through respective primary filters F1 to F11, from the sump
94 and provide it to respective nozzles N1 to N11. Valves SV12, FV12, FMV12 and PMV12,
which are associated with the designated auxiliary pump P12 and the designated auxiliary
filter F12, can either be open or closed, though it is preferred that they are closed,
as illustrated in FIG. 9a, to totally isolate the designated redundant auxiliary pump
P12 and designated auxiliary filter F12. As discussed above, the designated auxiliary
pump P12 and the designated associated auxiliary filter F12 may be selectively designated
to provide the desired redundancy to the pumping system 10" and ensure smooth operation
of an associated water ride in the event that one of the pumps P1 to P11 has to be
shut-off for maintenance or replacement or if one of the primary filters F1 to F11
has to be cleaned or replaced. Alternatively, any one of the other pumps P1-11 or
filters F1-11 can be selectively designated as reserve or auxiliary components and
pump P12 and filter F12 as primary components, as desired.
[0075] FIG. 9b illustrates the situation where primary pump P1, for example, has to be shut-off.
In that case, designated auxiliary pump P12 is switched in to make up for the lost
capacity and to ensure that the pumping system 10" is able to provide the requisite
water supply to nozzle N1. Procedurally, this is accomplished by turning off primary
pump P1, turning on designated auxiliary pump P12, closing valve PV1, and opening
valves PMV1, FMV12 and PMV12, so that the water flow to nozzle N1 is substantially
not disrupted or is only briefly interrupted. Again, this is preferably done automatically
although manual operation of the system in this manner is also effective. In this
"P1 bypass" configuration auxiliary pump P12 draws water from the sump 94 through
valve SV1, through primary filter F1 and valves FV1 and FMV1, through filter bypass
manifold 22 and valve FMV12 and provides it to the nozzle N1 under pressure through
valves PMV12, pump bypass manifold 20 and valve PMV1. Valves SV12 and FV12 may remain
open or be closed, but it is preferred that they be closed, as shown in FIG. 9b, to
totally isolate the designated auxiliary filter F12. The looping out of primary pump
P1 and the re-routing of water flow from auxiliary pump P12 to nozzle N1 is preferably
accomplished while the remaining pumps and the ride remains in operation, thus providing
advantageous "hot swapping" of the affected components.
[0076] When primary pump P1 is ready to be turned on again (after inspection, servicing,
repair or replacement) the above-described procedure is simply reversed and designated
auxiliary pump P 12 is looped out of the pumping system 10" and the water is again
routed from primary pump P1 to the nozzle N1, to restore normal operation of the pumping
system 10", all without shutting down the ride. Those skilled in the art will note
that the above-described looping out of the primary pump P1 continues to utilize associated
primary filter F1 so that independent N+1 redundancy is still provided for filter
array 18".
[0077] FIG. 9c illustrates the situation where primary filter F1, for example, becomes clogged
and has to be cleaned or replaced. In that case, designated auxiliary filter F12 is
switched in to make up for the lost filter capacity and to ensure that the pumping
system 10" is able to provide the requisite water supply to nozzle N1. Procedurally,
this is accomplished by closing valve FV1, and opening valves SV12, FMV1, FMV12 and
FV12, so that the water flow to nozzle N1 is substantially not disrupted or is only
briefly interrupted. Again, this is preferably done automatically although manual
operation of the system in this manner is also effective. In this "F1 bypass" configuration
primary pump P1 draws water from the sump 94 through valve SV12, through designated
auxiliary filter F12 and valves FV12 and FMV12, through filter bypass manifold 22
and valve FMV1 and provides it to the nozzle N1 under pressure through valve PV1.
Valve SV1 may remain open or be closed, but it is preferred that it be closed, as
shown in FIG. 9c, to totally isolate the clogged filter F1. The looping out of primary
filter F1 and the re-routing of water flow from designated auxiliary filter F12 to
nozzle N1 is preferably accomplished while the remaining pumps and the ride remains
in operation, thus providing advantageous "hot swapping" of the affected components.
[0078] When primary filter F1 is ready to be turned on again (after inspection, servicing,
repair or replacement) the above-described procedure is simply reversed and designated
auxiliary filter F12 is looped out of the pumping system 10" and the water is again
routed through primary filter F1 to the nozzle N1, to restore normal operation of
the pumping system 10", all without shutting down the ride. Those skilled in the art
will note that the above-described looping out of the primary filter F1 does not affect
the operation of the associated primary pump P1 so that independent N+1 redundancy
is still provided for the pump array 16".
[0079] FIG. 9d illustrates the situation where both a primary pump (e.g., P3) and primary
filter (e.g., F6) need to be serviced or replaced at the same time. In that case,
designated auxiliary filter F12 is switched in to make up for the lost filter capacity
and designated auxiliary pump P12 is switched in to make up for lost pump capacity.
This ensures that the pumping system 10' is able to provide the requisite water supply
to nozzles N3 and N7 even when both a primary pump P3 and a non-associated filter
F6 are required to be shut down and/or replaced. Procedurally, this is accomplished
by closing valve FV6, and opening valves SV12, FMV6, FMV12 and FV12, so that the water
flow to nozzle N6 is substantially not disrupted or is only briefly interrupted. At
the same time or sequentially (depending upon timing of the malfunctions) primary
pump P3 is turned off and designated auxiliary pump P12 is turned on. Valve PV3 is
closed, and valves PMV3, FMV3 and PMV 12 are opened, so that the water flow to nozzle
N3 substantially without being disrupted or being only briefly interrupted.
[0080] Again, each of these steps is preferably done automatically, although manual operation
of the pumping system 10" in this manner is also effective. In this "P3/F6 bypass"
configuration primary pump P6 draws water from the sump 94 through valve SV12, through
designated auxiliary filter F12 and valves FV12 and FMV12, through filter bypass manifold
22 and valve FMV6 and provides it to the nozzle N6 under pressure through valve PV6.
Auxiliary pump P12 draws water from the sump 94 through valve SV3, through primary
filter F3 and valves FV3 and FMV3, through filter bypass manifold 22 and valve FMV12
and provides it to the nozzle N3 under pressure through valves PMV12, pump bypass
manifold 20 and valve PMV3. The looping out of primary filter F6 and primary pump
P3 and the re-routing of the various water flows is preferably accomplished while
the remaining pumps and the ride remains in operation, thus providing advantageous
"hot swapping" of the affected components.
[0081] When primary filter F6 and/or primary pump P3 are ready to be activated again (after
inspection, servicing, repair or replacement) the above-described procedure is simply
reversed and designated auxiliary filter F12 and pump P12 are looped out of the pumping
system 10" and the water is again re-routed to restore normal operation of the pumping
system 10" without shutting down the ride.
[0082] Optionally, in any of the above-described embodiments auxiliary pump P12 may also
be used to provide pressurized water to an alternate less-critical destination 32,
such as a lazy river water ride attraction, a recirculation filter or other non-essential
destination. Thas, with the pump manifold valves PMV1 to PMV11 and valve AFV12 closed,
the valves SV12, AFV13, APV12 and APV13 may be opened and the pump P12 turned on.
The pump P12 then draws water from the sump 94 through valve SV12, filter F12, valve
AFV13 and pumps it through valves APV12, pump manifold 20 and valve APV13 to the alternate
destination 32.
[0083] Those of ordinary skill in the art will readily comprehend that the scope of the
present invention permits increasing the redundancy level of the hydraulic pumping
systems 10, 10', 10" in numerous other ways to achieve significant commercial and
practical advantages. Another preferred embodiment is illustrated in FIG. 10. Again,
for ease of illustration and brevity of description like elements are designated using
like reference numerals and the descriptions thereof are not repeated herein. In this
case, and by way of example, the primary pump P1 and valve PV1 of previously described
embodiments have been replaced by a parallel pump set-up 26, and the primary filter
F1 and valve FV1 have been replaced by a parallel filter set-up 28. Of course, any
of the other primary pumps P2 to P11 and auxiliary pump P12, and primary filters F2
to F11 and auxiliary filter F12 may be replaced with such a parallel set-up. This
parallel set-up of pumps and filters is desirable if one of the nozzles, for example
nozzle N1, supplies water to a very critical section of a water ride. Advantageously,
the preferred embodiment illustrated in FIG. 10 provides extra assurance that the
flow of water to nozzle N1 will not be interrupted or disrupted.
[0084] Referring to FIG. 10 pumps P1 and P1' are arranged in parallel with valves EPV1 and
EPV1', respectively, at their respective suction ends and valves PV1 and PV1', respectively,
at their respective discharge ends. Similarly, filters F1 and F1' are arranged in
parallel with valves EFV1 and EFV1', respectively, at their respective inlets and
valves FV1 and FV1', respectively, at their respective outlets. Preferably, these
valves are open-close valves of the type mentioned herein above. In typical normal
operation, one of the pumps P1, P1' and one of the filters F1, F1' is looped out.
For example, pump P1' is looped out by closing valves EPV1' and PV1 and filter F2'
is looped out by closing valves EFV1' and FV1'. Of course, during normal operation
valves SV1, EFV1, FV1, EPV1 and PV1 are open while valves FMV1 and PMV1 are closed.
Thus, water from the sump 94 flows through the filter F1 and is pumped by pump P1
to the nozzle N1.
[0085] If pump P1 fails or has to be shut-off, pump P1' can take over the responsibility
of providing the requisite water supply to nozzle N1. This is accomplished by turning
off pump P1, turning on pump P1 closing valves EPV1 and PV1, and opening valves EPV1'
and PV1', thereby isolating pump P1 but without disrupting or interrupting the water
flow to the ride. When pump P1 is ready to be turned on again the above-described
procedure is reversed and pump P1' is looped out and the water is again routed from
pump P1 to the nozzle N1, to restore typical normal operation, all without shutting
down the ride. This is accomplished by turning off pump P1', turning on pump P1, closing
valves EPV1' and PV1', and opening valves EPV1 and P1, so that the water flow to the
ride is not disrupted or interrupted. Advantageously, the extra redundancy provided
by the auxiliary pump P12 (e.g. FIGS. 7-9) will be available if both the pumps P1
and P1' fail or have to be shut-off. In an alternative normal mode of operation, both
pumps P1 and P1' may be operated simultaneously at a reduced pumping rate, with each
pump having sufficient pumping capacity to independently supply nozzle N1 if one of
the pumps P1 or P1' fails or needs to be shut-off.
[0086] Similarly, if filter F1 becomes clogged or needs to be replaced, filter F1' can take
over the responsibility of filtering the water being supplied to nozzle N1. This is
accomplished by closing valves EFV1 and FV1, and opening valves EFV1' and FV1', thereby
isolating filter F1 but without disrupting or interrupting the water flow to the ride.
When filter F1 is ready to be used again the above-described procedure is reversed
and filter F1' is looped out and the water is again routed through filter F1 to the
nozzle N1, to restore typical normal operation, all without shutting down the ride.
This is accomplished by closing valves EFV1' and FV1', and opening valves EFV1 and
FV1, so that the water flow to the ride is not disrupted or interrupted. Advantageously,
the extra redundancy provided by the auxiliary filter F12 (e.g. FIGS. 7-9) will be
available if both the filters F1 and F1' become clogged or need to be replaced. In
an alternative normal mode of operation, both filters F2 and F1' may be used simultaneously.
[0087] Referring again to FIG. 10, which shows two pumps P1, P1' in parallel and two filters
F1, F1' in parallel, it will be readily apparent to those skilled in the art that
any number of pumps or filters may be used in parallel. Additionally, pumps P1 and
P1' may be in parallel with a filter connected in series to the parallel pump set-up
or filters F1 and F1' may be in parallel and connected to a pump in series. Moreover,
a parallel set-up may employ a filter and a pump connected in series on each one of
its branches. Those of ordinary skill in the art will readily recognize that many
other similar modifications are within the scope of the invention described herein.
Redundant Nozzle Array
[0088] As discussed previously, the nozzle system 13 includes plural nozzles N1 to N11 as
shown, for example, in FIGS. 7-9. These are positioned at predetermined positions
along a water ride (e.g. FIG. 1) to provide the desired transfer of momentum to a
rider or ride vehicle and/or to provide other desired ride effects. As with the pump
and filters described above, occasionally, it has been observed that one of the nozzles
in the water ride will fail become fully or partially clogged or blocked by a leaf,
twig or other debris in the water or on the ride surface. In such case, the nozzle
may no longer able to function at the required capacity and/or to produce the required
velocity and volume of water to achieve the desired effect. In such cases, the ride
may have to be shut-down for service or repair. But, as noted above, shutting down
the ride is an undesirable and disadvantageous situation because ride patrons may
become upset or impatient waiting for the ride to be repaired and restarted. Also,
patrons on the ride during a forced shut-down may be effectively stranded on the ride
for some duration until such time as it can be successfully repaired and restarted.
Excessive down-time can lead to lower overall rider throughput and, therefore, reduced
profits for the ride owner/operator.
[0089] Accordingly, another feature and advantage of the present invention is to overcome
or mitigate these problems by providing a redundant or quasi-redundant nozzle system,
such as schematically exemplified in FIGS. 11 and 12. In this embodiment of the present
invention the nozzle system 13 is preferably quasi-redundantly configured. That is,
one or more of the nozzles N1 to N11 may advantageously composed of a plurality of
smaller nozzles or jets, as can be seen schematically in FIGS. 11 and 12 for nozzle
N1. Thus, N1 is preferably composed of jets J11, J12, J13, J14 and J15 which are preferably
closely spaced and substantially in-line. The quasi-redundantly configured nozzle
N1 further includes a plurality of flow control valves FMV11 to FCV15 with each such
valve being associated with a respective jet of the nozzles N1. These flow control
valves control the amount of water flow through each one of the jets of the nozzle
N1. For brevity, only the flow control valves of nozzle N1 are shown in FIGS. 11 and
12, although it may be appreciated that nozzles N2 to N1 may be equivalently constructed.
Thus, the amount of water flow through jets J11 to J15 is controlled by the flow control
valves FCV11, FCV12, FCV13, FCV14 and FCV15, respectively, which are located upstream
of respective jets J11 to J15.
[0090] In the preferred embodiment, illustrated in FIGS 11, 12 the quasi-redundant nozzle
N1 has five jets. Of course, the number of jets associated with each quasi-redundant
nozzle N1 to N11 may be increased or decreased, as desired or needed. Moreover, each
quasi-redundant nozzle N1 to N11 may have a different number of jets associated with
it. Preferably, the aperture of the jets of quasi-redundant nozzles N1 to N11 is rectangular
in shape though other shapes such as circular, ellipsoidal or polygonal, alone or
in series, may be used with efficacy. Preferably, the height of the aperture of each
jet can range from about ½ cm to 40 cm and the width can range from about 4 cm to
40 cm. Additionally, the aperture sizes of the jets of a given nozzle, for example,
the jets J11 to J15 of quasi-redundant nozzle N1, can be different. Similarly, the
apertures of jets of quasi-redundant nozzles N1 to N11 may be differently dimensioned.
Also, the aperture size of jets J11 to J15 can be adjusted, for example, as shown
in FIG. 11, by employing a bolted aperture plate 24.
[0091] Referring to FIGS. 11 and 12, the flow control valves FCV11 to FCV15 associated with
the respective jets J11 to J15 of the quasi-redundant nozzle N1 are preferably butterfly
valves, though various other types of valves may be used with efficacy including globe
valves, angle valves and needle valves among others. Preferably, these flow control
valves may be automatically adjusted, such as by electro-mechanical and/or hydromechanical
actuators, and are chosen and adjusted to provide a balanced jetted flow during normal
operation.
[0092] In one preferred mode of operation, and as illustrated in FIG. 12, flow control valves
FCV11, FCV13 and FCV15 are normally open (conducting, denoted by "white" or "▷◁")
at the required or desired setting while flow control valves FCV12 and FCV14 are normally
fully closed (blocked, denoted by "black" or "►◄"). In this manner, the jets J13 and
J15 provide quasi-redundancy to the nozzle N1 and, hence, to the nozzle system 13
by serving in a reserve capacity. Advantageously, the quasi-redundant jets minimize
the undesirable effects of fully or partially clogged or blocked jets on a water ride.
[0093] For example, and referring to FIG. 12, in case of blockage of one or more of the
primary jets J11, J13 and J15 the flow control valves FCV12 and/or FCV14 can be opened
to the required setting to allow the needed quantity of water to flow out of reserve
jets J12 and/or J14 so as to compensate for the blocked primary jet(s) J11, J13 and
J15. The partial or full blockage can be detected by monitoring associated pressure
and/or flow sensors (discussed later) Of course, in the case of partial blockage of
one or more of the primary jets J11, J13 and J15, adjustment of the flow control valves
FCV11, FCV13 and FCV15 independently or in conjunction with the opening of the flow
control valves FCV12 and/or FCV14 may be needed. Also, the jet flow control valves
may be adjusted in conjunction with a change in the pumping rate. Thus, the quasi-redundancy
provided by the reserve jets, for example, the reserve jets J12 and J14 of the quasi-redundant
nozzle N1, assists in permitting an associated ride (e.g., FIG. 1) to continue uninterrupted
operation even when a jet becomes clogged until required maintenance or repairs of
the affected jet(s) can be conveniently performed. Of course, the specific number
and configuration of the primary and reserve jets, of all the nozzles N1 to N11, is
dependent on the nature of the ride. Also the particular settings of the jet flow
control valves, is dependent on the water flow requirements and the degree of the
jet blockage.
[0094] FIG. 13 schematically illustrates another alternative embodiment of a redundant or
quasi-redundant nozzle system having additional advantageous features in accordance
with the present invention. In the particular embodiment illustrated in FIG. 13, a
pump P1" feeds into a plurality of jets with each one of the plurality of jets being
part of a separate nozzle. Those of ordinary skill in the art will readily comprehend
that this pump-jet configuration can be incorporated into any of the hydraulic pumping
systems 10, 10', 10" described above. FIG. 13 shows a pump P1" that feeds into a jet
JA1 which is part of a nozzle NA, a jet JB2 which is part of a nozzle NB and a jet
JC3 which is part of a nozzle NC. The pump P1" is preferably a primary pump of a hydraulic
pumping system 10, 10' or 10" (FIGS. 7-9). The nozzles NA, NB and NC are preferably
substantially closely spaced one behind the other along a section 30' of a water ride
(e.g., FIG. 1). The flow rate through jets JA1, JB2 and JC3 is controlled by means
of respective flow control valves VA1, VB2 and VC3. Similarly, it will be understood
that a pump P2" feeds into jets JA2, JB3 and JC1, and a pump P3" feeds into jets JA3,
JB1 and JC2 (connections omitted for clarity of drawings). Preferably, the pumps,
nozzles, jets and valves of FIG. 13 are of a similar type as discussed herein above.
[0095] In normal operation, and referring to FIG. 13, only a certain number (less than all)
of the jets will be used. The exact number will depend on the size and nature of the
ride and the desired effect. For example, if jets JA1, JA3, JB2 and JC2 are used in
normal operation and jet JA1 becomes blocked, then the flow control valves VA2, VB1
and VC1 leading to surrounding jets such as JA2, JB1 and JC1, respectively, can be
adjusted, concurrently with an adjustment to the pumping rate of one or more pumps
P2", P3", so as to compensate for the red iced water flow out of the blocked jet JA1.
Of course, if jet JA1 is only partially blocked an adjustment to its associated flow
control valve VA1, independently or concurrently with adjustments to other jet flow
control valves, may be sufficient to maintain sufficient aggregate water flow and
velocity.
[0096] Alternatively, all the jets may be used normally at somewhat less than full flow
capacity or velocity. Blockage of any one of the jets could then be compensated by
adjusting the other flow control valves to increase their flows. If, for example,
jet JB3 is blocked the flow control valves VA3, VB2 and VC3 leading to surrounding
jets such as JA3, JB2 and JC3 could be adjusted concurrently so as to compensate for
the lack of water flow out of blocked jet JB2. Again, if jet JB2 is only partially
blocked an adjustment to its associated flow control valve VB2, independently or concurrently
with adjustments to other jet flow control valves, may be sufficient to maintain normal
water flow.
[0097] Thus, the redundant nozzle array of FIG. 13 provides means to permit a ride to continue
uninterrupted operation even when a jet becomes clogged until required maintenance
or repairs of the jet(s) can be conveniently performed. Again, the specific number
and configuration of the pumps, nozzles and jets, as well as the particular settings
of the flow control valves, is dependent on the nature of the ride, the location of
the blocked jet(s) and the degree or likelihood of jet blockage.
Pressure and Flow Sensors
[0098] Optionally, in any of the above described redundant pump, filter or nozzle arrays,
each operating component in the redundant array may include one or more associated
pressure sensors, such as illustrated in FIGS. 14a-c. Thus, a pressure sensor PSS1
may be provided on the suction end of pump P1 and a pressure sensor PSD1 may be provided
on the discharge end of pump P1, as illustrated in FIG. 14a. Advantageously, the pressure
sensors PSS1 and PSD1 may be used to monitor the performance of pump P1 and the amount
of head generated thereby. Advantageously, this information can be provided to an
automated control and diagnostics system, discussed in more detail later, which provides
automated diagnosis and "hot swapping" of malfunctioning pumps. Pressure sensors PSS1
and PSD1 may comprise any one of a number of commercially available pressure measuring
devices well-known in the art, such as pressure gauges, pressure transducers, strain
gauges, diaphragm gauges, and the like.
[0099] Similarly, each filter in a redundant filter array may include one or more associated
pressure sensors, as illustrated in FIG. 14b. Thus, a pressure sensor PSI1 may be
provided on the inlet end of filter F1 and a pressure sensor PSO1 may be provided
on the outlet end of filter F1. Advantageously, the pressure sensors PSS1 and PSD1
may be used to monitor the pressure drop across each filter F1-F12. Advantageously,
this information can be provided to an automated control and diagnostics system, discussed
in more detail later, which provides automated diagnosis and "hot swapping" of clogged
filters. Pressure sensors PSI1 and PSO1 may comprise any one of a number of commercially
available pressure measuring devices well-known in the art, such as pressure gauges,
pressure transducers, strain gauges, diaphragm gauges, and the like.
[0100] If desired, various sensors may also be provided for monitoring the performance of
each of the Nozzles N1-11. For example, each nozzle N1-N11 may include an associated
pressure and/or flow sensor, as illustrated in FIG. 14a, to monitor the head and flow
rate at the inlet of the nozzle. A more sophisticated version of a nozzle sensor system
is illustrated in FIG. 14c, wherein pressure and flow sensors are provided at the
inlet of the nozzle N1 and at the inlets of each of a plurality of jets J11-J15. In
each of the embodiments described above, the pressure sensor PS1 may comprise any
one of a number of commercially available pressure measuring devices well-known in
the art, such as pressure gauges, pressure transducers, strain gauges, diaphragm gauges,
and the like. Likewise, the flow sensor FS1 may comprise any one of a number of commercially
available flow measuring devices such as rotameters, venturi meters, static pressure
probes, pitot tubes, hot-wire meters, magnetic flow meters and mass flow meters among
others. Advantageously, the information provided by the pressure sensor(s) and/or
flow sensor(s) can be provided to an automated control and diagnostics system to diagnose
potential malfunctions and take corrective or compensating measures accordingly. Such
a control and diagnostics system is described in more detail below.
Control/Diagnostics System
[0101] As noted above, an array of pressure and flow sensors may be provided in association
with any one of a number of the various operating components of the redundant pump,
filter and nozzle/jet arrays, as desired, so that such components may be advantageously
monitored. Such control and diagnostics system preferably monitors the various active
components and automatically takes corrective action. For example, FIG. 15 shows a
simplified schematic flow chart logic diagram of one such control/diagnostics system
300 having features and advantages in accordance with the present invention. The control
logic and system illustrated and discussed below may be programmed into a suitable
PLC, computer or other control or logic circuitry (electronic, hydraulic or otherwise)
as is well-known in the art.
[0102] The control system starts at step 310, wherein the system queries whether it is safe
to start the ride. The query is tested by checking the status of various fault interrupt
circuits, operator inputs, key interlocks and the like. If the query is not satisfied,
then the system proceeds to step 312 wherein an output signal is generated indicating
to the operator that the ride needs to be cleared and any fault interrupt circuits
need to be reset or checked.
[0103] Assuming that the ride is safe for start-up, the system then proceeds to step 314
and waits for an operator input to start the ride. For example, this input may be
a start button, a key interlock or the like. Alternatively, more sophisticated computer
control interlocks, remote access controls and the like are also possible and are
embraced by the present invention. Once a "start" input is received the system proceeds
to step 316, wherein the PLC initiates the main boot-up sequence. In this sequence,
the various pumps comprising the ride pumping system are started up in a predetermined
sequence and mode, preferably with at least 10 seconds delay between each. Optionally,
step 318 enables the operator to adjust the start-up mode and/or to identify the particular
pumps selected for operation via a switchboard or other input interface.
[0104] Once the various pumps are started at step 316, the PLC queries the various pressure
and flow sensors (described above) at step 320. This data (or digested/processed data)
is also outputted to a display screen or a remote data access port (step 324) wherein
it may be monitored by an operator. This may be provided to a remote monitoring station,
for example, via internet or direct modem connection. Thus, if the operator should
detect or observe that a sensed condition, such as pressure or flow rate, indicates
a problem with an operating component of the ride system, the operator can diagnose
the problem and take corrective measures such as looping the affected component(s)
out of the pumping system and servicing and/or repairing it. Optionally, the PLC may
be programmed to automatically diagnose certain fault conditions, such as a failed
pump, and to take corrective measures automatically by sending an appropriate actuation
signal(s) to one or more remote actuated valves (described above).
[0105] The PLC also routinely monitors a series of fault interrupt circuits, such as emergency
"kill" switches and the like, which may be provided at various points along a ride.
These may be actuated by one or more operators who monitor the ride and ensure the
safety of ride participants thereon. If the ride malfunctions or if a rider is behaving
recklessly, for example, the observing operator could hit a kill button to shut down
the ride or a portion thereof so he can take appropriate corrective action. In the
logic diagram illustrated in FIG. 15, three such "kill" switches are provided at steps
326, 328 and 330, corresponding to designated zones 1, 2 and 3 of the ride. If any
of the fault conditions 326, 328 and 330 occur, then pumps are progressively stopped
in each of the zones 1, 2 and 3, according to steps 336, 338 and 340, respectively.
If no fault conditions are present, then the system reaches step 342 and thereafter
continues to loop through the various steps.
[0106] Optionally, those skilled in the art will readily recognize that more sophisticated
sensors and logic programming may advantageously be used, such as rider position sensors,
velocity sensors and the like. Such sensors may be used, for example, to monitor rider
velocity and spacing between successive riders at critical portions of the ride to
ensure optimal safety and rider throughput. Position sensors could also be used to
trigger intermittent operation of various injection nozzles so that they operate only
when a rider is present, for example. This could result in significant energy and
costs savings. Additional useful inputs/outputs and system functions are listed in
TABLE 1 below:
TABLE 1 - Control Inputs/Outputs/Functions
| Sensor Inputs |
| P |
Pressure Transducer before strainer basket |
| P |
Pressure Transducer after strainer basket |
| P |
Pressure Transducer at pump discharge |
| P |
Pressure Transducer at nozzle |
| F |
Flow Transducer |
| L |
Position Sensors (Proximity or Photo Eye) as required on slide path |
| A |
Ammeter |
| Advisory Outputs to Operator |
| • |
Notification to clean strainers |
| • |
Rider location in ride (by zone) |
| • |
Rider speed at specific locations |
| • |
Alert that rider has stopped (by zone) |
| • |
Fault indication in case of automatic shutdown |
| • |
Signal clear to launch |
| Functional Outputs (Automatic Controls) |
| • |
Sequence pump starters on "Start" command |
| • |
Auto shut down in case of rider stoppage or E-Stop activation |
| • |
Control Variable Speed Motor Drives to Optimize performance and save energy |
| |
• Slow pump motors until rider approaches nozzle |
| |
• Increase pump speed to compensate for dirty strainers or other conditions |
| • |
Activate fiber optic light effects in closed ride sections as riders approach |
| Statistics and Diagnostics |
| • |
Rider count (cumulative over any period) |
| • |
Rider speed (individual or average over any period) |
| • |
Ride time (last to average) |
| • |
Number of ride stoppages and cause of each |
| • |
Total uptime or downtime |
| • |
Histograms of all pressures and flows |
| • |
Energy consumption (peak, current and cumulative) |
| • |
All information available via local computer screen or modem connection |
[0107] The above-described control and diagnostics system also lends itself well to remote
recording and monitoring of data so that ride operations can be improved and " refined
using actual data from operating ride attractions.
[0108] Those skilled in the art will readily recognize the utility and advantages of the
present invention. Though the various preferred embodiments have been described in
conjunction with specific embodiments, those skilled in the art will recognize that
the invention can be practiced in a wide variety of different embodiments all having
the unique features and advantages described herein.. Thus, while the present invention
has been described with a certain degree of particularity, it is manifest that many
changes may be made in the specific designs and constructions herein-above described
without departing from the spirit and scope of this disclosure. It is understood that
the invention is not limited to the embodiments set forth herein for purposes of exemplification,
but is to be defined only by a fair reading of the appended claims, including the
full range of equivalency to which each element thereof is entitled by law.