A device to prevent the clay liner erosion of drilling site reserved water and mud waste pits by dissipating the energy of fluid(s) discharged to those pits. An economic and reusable device to prevent the erosion of the compacted clay (marl) layer of water reserve and drilling fluid waste pits at onshore drill sites by dissipating the energy of the fluids and/or solids discharged into the pits. The device consists of an approximately several square meters of rectangular lining that can be manufactured from synthetics, composite, or metal which is securely anchored under the fluid discharge pipes so that it safely dissipates the energy of the fluids/solids discharged into the pit thus preventing the underlying clay (marl) liner erosion and hence water loss or contamination of the underlying soil and shallow groundwater.

A device to prevent the clay liner erosion of drilling site reserved water and mud waste pits by dissipating the energy of fluid(s) discharged to those pits. An economic and reusable device to prevent the erosion of the compacted clay (marl) layer of water reserve and drilling fluid waste pits at onshore drill sites by dissipating the energy of the fluids and/or solids discharged into the pits. The device consists of an approximately several square meters of rectangular lining that can be manufactured from synthetics, composite, or metal which is securely anchored under the fluid discharge pipes so that it safely dissipates the energy of the fluids/solids discharged into the pit thus preventing the underlying clay (marl) liner erosion and hence water loss or contamination of the underlying soil and shallow groundwater.

A dynamically deployable, low visibility pneumatic cofferdam for flood mitigation is disclosed. The cofferdam includes a first planar component, a second planar component, an inflatable hermetic airbag sandwiched therebetween, and connection members attached to the first planar component, a second planar component to form a cofferdam unit. The connection members are adjustable to apply and maintain a desired amount of pressure on the airbag to enable a watertight seal to be formed. The cofferdam units may be sized and designed to sealingly mate adjacent cofferdam units in a variety of configurations to form watertight seals. The cofferdam units may also be sized and designed to attach to seawalls, flood walls, sidewalks, or other infrastructure. When in a deployed state, the height of the cofferdam may be adjusted to a desired height to provide flood mitigation. When in an undeployed state, the cofferdam remains in a substantially flat and unobtrusive position.

A dynamically deployable, low visibility pneumatic cofferdam for flood mitigation is disclosed. The cofferdam includes a first planar component, a second planar component, an inflatable hermetic airbag sandwiched therebetween, and connection members attached to the first planar component, a second planar component to form a cofferdam unit. The connection members are adjustable to apply and maintain a desired amount of pressure on the airbag to enable a watertight seal to be formed. The cofferdam units may be sized and designed to sealingly mate adjacent cofferdam units in a variety of configurations to form watertight seals. The cofferdam units may also be sized and designed to attach to seawalls, flood walls, sidewalks, or other infrastructure. When in a deployed state, the height of the cofferdam may be adjusted to a desired height to provide flood mitigation. When in an undeployed state, the cofferdam remains in a substantially flat and unobtrusive position.

A method of treating a pond, lake or other body of water to improve the retention of water includes treating the ground at the bed of the pond with bentonite clay, a super absorbent polymer, a polysaccharide, and a polymer flocculant. The bentonite clay can be granulated #16 Wyoming bentonite clay, the super absorbent polymer can be granulated polyacrylamide, the polysaccharide can be granulated carboxy methyl cellulose, and the polymer flocculant can be a high-performance polymer flocculant, such as 2-Propenoic Acid, polymer with 2-Promenamide, sodium salt 90-100%.

A method of treating a pond, lake or other body of water to improve the retention of water includes treating the ground at the bed of the pond with bentonite clay, a super absorbent polymer, a polysaccharide, and a polymer flocculant. The bentonite clay can be granulated #16 Wyoming bentonite clay, the super absorbent polymer can be granulated polyacrylamide, the polysaccharide can be granulated carboxy methyl cellulose, and the polymer flocculant can be a high-performance polymer flocculant, such as 2-Propenoic Acid, polymer with 2-Promenamide, sodium salt 90-100%.

An end seal placement tool for placing an end seal in a host pipe within a manhole includes a pole with opposite proximal and distal ends. An end seal holder is disposed at the distal end of the pole. The end seal holder includes an end seal chamber configured to hold the end seal. The end seal holder is sized and shaped to be at least partially inserted into the host pipe. A launcher is arranged with respect to the end seal holder for ejecting the end seal from the end seal holder into the host pipe.

An end seal placement tool for placing an end seal in a host pipe within a manhole includes a pole with opposite proximal and distal ends. An end seal holder is disposed at the distal end of the pole. The end seal holder includes an end seal chamber configured to hold the end seal. The end seal holder is sized and shaped to be at least partially inserted into the host pipe. A launcher is arranged with respect to the end seal holder for ejecting the end seal from the end seal holder into the host pipe.

A flood barrier to protect an area of land from floodwaters, the flood barrier having a waterside to be placed adjacent a body of water and a protected side opposing the waterside, the flood barrier comprising a plurality of supports spaced apart from one another; at least one intermediate barrier section supported to extend between a pair of neighbouring supports when assembled, the intermediate barrier section comprising at least a first beam arrangeable such that it is supported to extend between the corresponding pair of neighbouring supports and a water impermeable membrane sheet attachable to said first beam via a mechanical connection to form a skirt extending from said first beam, outwardly from the waterside of the flood barrier onto the ground.

Disclosed herein is a process of forming an inorganic water barrier layer on top of a porous substrate by means of microbially induced calcium carbonate or calcite precipitation (MICP), the process comprising the steps of: providing a porous substrate having a surface; depositing a urease-active slurry onto the surface of the porous substrate to form a bioslurry layer; and subjecting the bioslurry layer to one or more treatments with an aqueous solution comprising urea and a water barrier source material to convert the bioslurry layer into an inorganic water barrier layer. The process further comprises a step of covering the bioslurry layer with a layer of a porous material that has a surface, where the one or more treatments with an aqueous solution comprising urea and a water barrier source material are initially applied to the surface of the porous material. The porous material acts as a reservoir for the aqueous solution to sustain the biocementation of bioslurry into the desired inorganic water barrier layer.