Spreader for sediment capping system and method
11332907 · 2022-05-17
Assignee
Inventors
Cpc classification
E02B3/123
FIXED CONSTRUCTIONS
B65G69/0458
PERFORMING OPERATIONS; TRANSPORTING
B65G69/0425
PERFORMING OPERATIONS; TRANSPORTING
E02B3/121
FIXED CONSTRUCTIONS
E02D15/10
FIXED CONSTRUCTIONS
Y02W30/30
GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
E02B1/00
FIXED CONSTRUCTIONS
B65G69/0441
PERFORMING OPERATIONS; TRANSPORTING
International classification
E02D15/10
FIXED CONSTRUCTIONS
E02B3/12
FIXED CONSTRUCTIONS
B65G69/04
PERFORMING OPERATIONS; TRANSPORTING
Abstract
A sediment capping system is adapted to create, and distribute, a homogenized mixture of capping material. Where distributing the capping material, the system is configured to militate against the capping material forming clumps of a size and weight that would disturb the sediment on a bottom of a body of water. This in turn militates against the sediment being disturbed, and a disturbing of pollutants and toxins into the water surrounding the sediment. The sediment capping system militates against the clumping of capping material through a vibrating spreader and baffle system, producing a sediment cap with a more consistent depth that will minimally disturb the sediment on the floor of the body of water where the sediment cap is being deposited.
Claims
1. A spreader for sediment capping, comprising: a hopper having a hollow interior, a first opening, and a second opening, the first opening configured to receive capping material; a baffle system disposed at least one of above the hopper and within the hopper and configured to separate the capping material into a plurality of capping material streams, wherein the baffle system includes a first baffle wall and a second baffle wall disposed above the first opening of the hopper, each of the first baffle wall and the second baffle wall having a top end and a bottom end, and the top end being disposed above the bottom end to provide angled surfaces configured to form at least a portion of the capping material streams; and a rotatable drum disposed adjacent the second opening of the hopper, the rotatable drum adapted to receive the capping material streams and disperse the capping material of the capping material streams into a body of water to form a sediment cap on a subaquatic floor of the body of water.
2. The spreader of claim 1, wherein the rotatable drum has a plurality of grooves that are adapted to receive the capping material streams.
3. The spreader of claim 2, wherein the grooves arranged across a length of the rotatable drum.
4. The spreader of claim 1, wherein the hopper has a top portion, a bottom portion, a front wall, a rear wall, a first side wall, and a second side wall.
5. The spreader of claim 4, wherein the first sidewall of the hopper is oriented at an angle relative to the second sidewall, and the second sidewall is angled relative to the first sidewall.
6. The spreader of claim 5, wherein the first opening of the hopper has an area that is larger than an area of the second opening of the hopper.
7. The spreader of claim 6, wherein the bottom portion of each of the front wall and rear wall has a curvature corresponding with a shape of the rotatable drum.
8. The spreader of claim 5, further comprising at least one vibrator configured to facilitate a movement of the capping material through the hopper to the rotatable drum.
9. The spreader of claim 8, wherein the at least one vibrator is affixed to at least one of the first sidewall, the second sidewall, and the baffle system.
10. The spreader of claim 9, wherein the at least one vibrator is one of electric, air, hydraulic, pneumatic, and mechanical.
11. The spreader of claim 10, further comprising a controller in communication with the at least one vibrator and configured to provide both variable impact frequency and variable impact force.
12. The spreader of claim 1, further comprising a support structure that secures each of the baffle wall and the second baffle wall to the hopper.
13. The spreader of claim 1, further comprising a support bar disposed beneath each of the first baffle wall and the second baffle wall, the support bar extending across the hollow interior of the hopper, the support bar configured to further contact the capping material streams formed by the baffle system to militate against clumps in the capping material streams.
14. A sediment capping system, comprising: a spreader for sediment capping, including a hopper, a baffle system, and a rotatable drum, the hopper having a hollow interior, a first opening, and a second opening, the first opening configured to receive capping material, the baffle system disposed at least one of above and within the hopper and configured to separate the capping material into a plurality of capping material streams, wherein the baffle system includes a first baffle wall and a second baffle wall disposed above the first opening of the hopper, each of the first baffle wall and the second baffle wall having a top end and a bottom end, and the top end being disposed above the bottom end to provide angled surfaces configured to form at least a portion of the capping material streams, and the rotatable drum disposed adjacent the second opening of the hopper, the rotatable drum adapted to receive the capping material streams and disperse the capping material of the capping material streams into a body of water to form a sediment cap on a subaquatic floor of the body of water; a primary container configured to hold the capping material in bulk prior to transport to the spreader; and a delivery system adapted to transport the capping material from the primary container to the spreader.
15. The sediment capping system of claim 14, further comprising a floating platform on which the primary container, the delivery system, and the spreader are disposed, the spreader disposed adjacent an end of the floating platform.
16. The sediment capping system of claim 14, further comprising a fluid dispensing system configured to wet the capping material in at least one of the primary container and in the delivery system as the capping material is transported to the spreader.
17. A method of forming a sediment cap on a subaquatic floor of a body of water, the method comprising the steps of: providing a spreader for sediment capping, including a hopper, a baffle system, and a rotatable drum, the hopper having a hollow interior, a first opening, and a second opening, the first opening configured to receive capping material, the baffle system disposed at least one of above and within the hopper and configured to separate the capping material into a plurality of capping material streams, wherein the baffle system includes a first baffle wall and a second baffle wall disposed above the first opening of the hopper, each of the first baffle wall and the second baffle wall having a top end and a bottom end, and the top end being disposed above the bottom end to provide angled surfaces configured to form at least a portion of the capping material streams, and the rotatable drum disposed adjacent the second opening of the hopper, the rotatable drum adapted to receive the capping material streams and disperse the capping material of the capping material streams into a body of water to form a sediment cap on a subaquatic floor of the body of water; transporting the capping material to the spreader; depositing the capping material through the first opening of the hopper of the spreader to form the capping material streams; and rotating the rotatable drum of the spreader to distribute and disperse the capping material of the capping material streams into the body of water to form the sediment cap on the subaquatic floor of the body of water.
Description
DRAWINGS
(1) The above, as well as other advantages of the present disclosure, will become readily apparent to those skilled in the art from the following detailed description, particularly when considered in the light of the drawings described hereafter.
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DETAILED DESCRIPTION
(10) The following description is merely exemplary in nature and is not intended to limit the present disclosure, application, or uses. It should be understood that throughout the drawings, corresponding reference numerals indicate like or corresponding parts and features.
(11) With reference to
(12) The spreader 100 is configured to militate against the clumping of the capping material 101, as such clumping may undesirably disturb existing sediment on the floor of the body of water. Advantageously, the spreader 100 may militate against the spread of pollutants and toxins that may be present in the existing sediment beneath the sediment camp 102.
(13) In a non-limiting example, the capping material 101 may be dredged clean sediment, sand or fine gravel, and bio-remediators or chemical agents. In a further example, the capping materials 101 may include AQUABLOCK® composite particle technology, commercially available from AquaBlok, Ltd. in Swanton, Ohio, and which further limits the migration of contaminants into the water surrounding the sediment. One of ordinary skill in the art may also use other suitable types of the capping materials 101 for forming the sediment cap 102, as desired.
(14) As shown in
(15) The hopper 104 may have a top portion 116 and a bottom portion 118. The top portion 116 of the hopper 104 may have a first opening 120. The bottom portion 118 of the hopper 104 may have a second opening 122. The first opening 120 of the hopper 104 may have an area which is larger than an area of the second opening 122, for example, as shown in
(16) In certain embodiments, the first sidewall 110 of the hopper 104 may be oriented at an angle relative to the second sidewall 112, and the second sidewall 112 may oriented at an angle relative to the first sidewall 110. In other words, each of the first sidewall 110 and the second sidewall 112 may taper from an area of the hopper 104 adjacent the first opening 120 of the top portion 116 to the second opening 122 of the bottom portion 118. Advantageously, each of the first sidewall 110 and the second sidewall 112 may thereby direct the capping material 101 from the first opening 120 towards the second opening 122 of the hopper 104.
(17) Referring to
(18) The rotatable drum 124 may have a plurality of grooves 128 or indentations formed on an exterior surface 126 thereof. The grooves 128 may be adapted to receive and disperse the capping material 101 into the body of water. The grooves 128 may be formed by corresponding ribs or ridges on the exterior surface 126 of the rotatable drum 124 or may be formed as depressions within the outer surface of the rotatable drum 124, as desired.
(19) In certain embodiments, for example, as shown in
(20) With reference to
(21) The rotatable drum 124 may be attached to an actuator 132, such as a motor, as a non-limiting example. The actuator 132 may be configured to rotate the rotatable drum 124 at varying speeds. For example, the actuator 132 may be hydraulic, pneumatic, mechanical, or electric. The actuator 132 may be powered via an internal combustion engine, for example. The actuator 132 may also be connected to a shaft of the drum 124 by any suitable mechanical means, including chains, belts, linkages, and the like. The actuator 132 may be in communication with a controller (156, shown in
(22) With continued reference to
(23) In certain examples, the baffle system 134 may have a support structure 136 that secures the baffle system 134 to the hopper 104. For example, the support structure 136 may be in the form of a support bar or beam 152 that is disposed across a width of the first opening 114 of the hopper 104. The beam 152 may be connected to the baffle system 134 with a plurality of struts 153 of the support structure 136, which in turn support the baffles of the baffle system 134 above the beam 152. The support structure 136 may be secured to the hopper 104 through a plurality of mechanical fasteners or welding. However, other suitable connecting methods may be chosen by one skilled in the art.
(24) Referring still to
(25) In a non-limiting example, and as shown in
(26) Furthermore, each of the first baffle wall 138 and the second baffle wall 140 may have a top end 142 and a bottom end 144. The top end 142 of the first baffle wall 138 and the second baffle wall 140 may be disposed above the bottom end 144 of the first baffle wall 138 and the second baffle wall 140. Advantageously, as shown in
(27) As shown in
(28) In certain embodiments, for example as shown in
(29) It should be appreciated that the three independent streams 149, 150, 151 of capping material 101 allows the spreader 100 to form a substantially even sediment cap 102, in operation. The three independent streams 149, 150, 151 allow for a more even distribution of capping material 101 along the rotatable drum 124 as the capping material 101 passes from each of the baffle walls 138, 140 to the rotatable drum 124. Further, the three independent streams 149, 150, 151 militate against undesirable buildup of capping material 101 within the hopper 104, which militates against the need for an operator to intervene with the spreader 100, in operation. Accordingly, and advantageously, the three independent streams 149, 150, 151 of material allow the spreader 100 to be more efficient and substantially autonomous.
(30) In a most particular embodiment, and as shown in
(31) In a further non-limiting embodiment as shown in
(32) As shown in
(33) For example, the vibrators 154 may be electric, air, hydraulic, pneumatic, or mechanical. The vibrators 154 will cause a moderate-to-high frequency shaking of an adjacent portion of the spreader 100 to which they are attached, in operation. A skilled artisan may select other suitable types of mechanisms for the vibrators, as desired.
(34) Each of the plurality of vibrators 154 may further be in communication with a controller 156, for example, as shown in
(35) In certain embodiments, the controller may include a computer with a processor and a memory on which non-transitory processor-executable instructions are tangibly embodied. The processor-executable instructions may be selected by the skilled artisan so as to provide for either a manual, a fully automatic, or semi-automatic formation of the sediment cap 102 according to the method of the present disclosure, as described further herein.
(36) In particular, the controller 156 may be provided either at the spreader 100, or in either a wired or a wireless remote communication for operation by the user, as desired. In the case of remote configuration, it should be appreciated that the controller 156 and the vibrators 154 may be provided with suitable transceivers and human interfacing controls.
(37) It should be appreciated that the controller 156 may allow for both variable impact frequency and variable impact force. The impact frequency and the impact force may be selected by the operator, for example, depending on the type of the capping material 101 to be applied, as desired.
(38) Further, it should also be appreciated that the vibrators 154 assist in the release of any capping material 101 adhering to an inner surface of the hopper 104, for example, by breaking up clumps to facilitate an even distribution of capping material 101 to the rotatable drum 124. Should the vibrators 154 not be secured to the hopper 104, a risk occurs that the volume of capping material 101 deposited by the drum 124 may otherwise vary, thereby producing a cap 102 that may lack a desired depth or evenness to hold the contaminants therein.
(39) With reference to
(40) In particular embodiments, the delivery system 204 may be a conveyor system. For example, the conveyor system may be a belt conveyor disposed between the primary container 202 and the spreader 100. However, other conveyors such as a wire mesh conveyor, plastic belt conveyor, bucket conveyor, screw conveyor, auger conveyor, or a drag conveyor, may be chosen by one skilled in the art, as desired.
(41) The delivery system 204 may have a first end 206 and a second end 208. The first end 206 of the delivery system 204 may be disposed in or adjacent the primary container 202, while the second end 208 of the delivery system 204 may be disposed above or adjacent the spreader 100. The delivery system 204 may be adapted to carry the capping material 101 from the first end 206 of the delivery system 204 in the primary container 202 to the second end 208 of the delivery system 204 disposed above the spreader 100.
(42) The sediment capping system 200 may further include a floating platform 210. The floating platform 210 may be disposed on a primary vessel 212, for example. The floating platform 210 may be adapted to support the spreader 100, the primary container 202, and the delivery system 204 on the body of water.
(43) As further shown in
(44) In certain embodiments, the sediment capping system 200 may also include a secondary vessel 214. The secondary vessel 214 may include a secondary container 216 for holding additional capping material 101. For example, the secondary container 216 may be larger than the primary container 202, and may also be adapted to hold a larger quantity of capping material 101 than the primary container 202.
(45) In a non-limiting example, the primary vessel 212 and the secondary vessel 214 may each be barge, where the primary vessel 212 is linked to the secondary vessel 214. The sediment capping system 200 may include several individual barges linked together. Additionally, in a further example, the primary vessel 212 may be moved by a winch 218. The winch 218 may be secured to the shore or other stationary or sufficiently anchored object. However, the primary vessel 212 may also be moved by a suitable engine or other means as may be chosen by a skilled artisan.
(46) It should be appreciated that a directional motion of the primary vessel 212 may determine the amount of capping material 101 that is distributed on the subaquatic floor. The faster the primary vessel 212 is moving relative to the sediment, the less capping material 101 that will be distributed per an area of the subaquatic floor below. Similarly, the slower the primary vessel 212 is moving relative to the sediment, the greater the amount of capping material 101 that will be distributed per an area of the subaquatic floor below.
(47) Additionally, and with continued reference to
(48) With continued reference to
(49) With reference to
(50) A second step 304 in the method 300 includes a transporting of the capping material 101 to the spreader 100. More particularly, the capping material 101 may be disposed in the secondary container 216 of the secondary vessel 214. The secondary vessel 214 may be pulled to the primary vessel 212 via the winch 218, for example. When the secondary vessel 214 is disposed adjacent to the primary vessel 212, the excavator 220 may be used to transfer the capping material 101 to the primary container 202 where the capping material 101 may then be wetted by the fluid dispensing system 222.
(51) A third step 306 in the method 300 includes a depositing of the capping material 101 through the first opening 120 of the spreader 100. The delivery system 204 may remove the capping material 101 from the primary container 202, and dispose the capping material 101 in the spreader 100 via the first opening 120. The capping material 101 may then form the plurality of independent streams 149, 150, 151, for example, by operation of the baffle system 134. The plurality of independent streams 149, 150, 151 are then directed to through the second opening 122 to the rotatable drum 124.
(52) During the method 300, a fourth step 308 of the method may include an activating of the plurality of vibrators 154, for example, via the controller 156. The capping material 101 may thereby be fractured or broken up and homogenized by the shaking of the hopper 104 by the vibrators 154. The baffle system 134 and the hopper 104 may each vibrate synergistically to create an even distribution of materials across the outer surface 126 of the rotatable drum 124. It should be appreciated that this may produce the sediment cap 102 with a more consistent depth or evenness, and which will require no or minimal further leveling procedures. Likewise, and due to no or minimal further leveling procedures being necessary, the underlying sediment will be minimally disturbed.
(53) The fifth step 310 in the method may include a moving of the primary vessel 212. As a non-limiting example, the primary vessel 212 may move across a predetermined route where the sediment cap 102 is desired to be placed or formed. Accordingly, the sediment cap 102 may be formed over a predetermined area as the primary vessel 212 moves along the predetermined route.
(54) A sixth step 312 in the method 300 includes a rotating of the rotatable drum 124 of the spreader 100 to distribute and disperse the capping material 101 of the capping material streams 149, 150, 151 into the body of water, and to form the sediment cap 102 on the subaquatic floor of the body of water. It should be understood that the method 300 may be repeated, as many times as necessary, until the sediment cap 102 is formed over the predetermined area to the desired depth.
(55) It should be appreciated that the speed of the primary vessel 212 and the rotational speed of the rotatable drum 124 may each be selected to facilitate the formation of the desired depth of capping material 101 on the underlying sediment of the subaquatic floor.
(56) In a non-limiting example, the winch 218 and the actuator 132 of the drum 124 may each be in communication with the controller 156. The controller 156 may thereby be configured to move the primary vessel 212 at a predetermined speed and is adapted to rotate the drum 124 at a predetermined rate to create the desired depth of capping material 101 over the sediment below. The speed of the primary vessel 212 and the rotating drum 124 may be monitored and adjusted, as necessary, by the operator or the automatically by the controller 156 during the formation of the sediment cap 102.
(57) Advantageously, the spreader 100 and the sediment capping system 200 of the present disclosure delivers the capping material 101 at relatively high rates of production with minimal disturbance of the subaquatic sediment.
(58) While certain representative embodiments and details have been shown for purposes of illustrating the invention, it will be apparent to those skilled in the art that various changes may be made without departing from the scope of the disclosure, which is further described in the following appended claims.