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Stoplogs

Stoplogs are removable, modular beams or planks, typically made of wood, steel, or aluminum, that are stacked vertically into grooves or slots within hydraulic structures to temporarily block or regulate water flow in channels, dams, spillways, and floodgates.^[1] They function by allowing precise adjustment of water levels through sequential insertion or removal, often sealed with rubber gaskets to ensure watertightness during operation.^[1]^[2] In structure, stoplogs consist of individual rectangular sections—commonly 4 feet high, 16 to 20 feet wide, and weighing up to two tons each—that fit into pre-cast grooves on channel walls or gate frames, enabling them to form a temporary barrier when stacked.^[3]^[4] Features such as lifting lugs and self-engaging beams facilitate manual handling and underwater retrieval, with standard heights available in 6-inch increments for customized installations.^[2] Materials are selected based on environmental demands: timber for lighter-duty applications, steel for durability in high-stress conditions, and aluminum for corrosion resistance in marine or freshwater settings.^[1]^[2] Stoplogs are primarily applied in water management systems for maintenance purposes, such as dewatering spillway gates to allow repairs without full reservoir drainage, and for routine level control in open channels and canals.^[3]^[5] They also support equipment isolation and emergency flow adjustments in flood defenses, though traditional designs are unreliable for rapid closure under flowing conditions, prompting innovations for dual-purpose use to mitigate risks from gate failures.^[1]^[5] Their flexibility and cost-effectiveness make them a staple in civil engineering projects worldwide, from small irrigation systems to large hydroelectric dams.^[1]^[4]

Definition and Overview

Purpose and Function

Stoplogs serve as removable, modular barriers designed to be inserted into grooves or slots within channels, sluice gates, or spillways, functioning as stacked sliding gates that seal openings to block water flow in hydraulic systems under no-flow conditions.^[6]^[7] Their primary functions include temporary dewatering to isolate sections of waterways for inspection, maintenance, or repair, and flood control through the isolation of structures.^[6]^[7] These applications enable flexible water management without the need for permanent fixtures, such as in penstock intakes, spillways, and canal check structures, but stoplogs are not intended for flow regulation.^[6] A key engineering principle underlying stoplogs is the distribution of hydrostatic pressure across the surface of the stacked logs, which allows for incremental control of water heads under no-flow or balanced head conditions while balancing forces through aligned vertical guides and seals that minimize leakage.^[6] This pressure management ensures structural integrity and effective sealing at desired elevations, providing reliable operation in varied hydraulic environments when installed and removed without flowing water.^[6]^[7] Stoplogs have been utilized in open channels and floodgates since the 19th century, particularly for irrigation and navigation purposes in early canal systems where they facilitated water level regulation and flow diversion.^[8] Their modular design, involving beams placed in grooves with lifting mechanisms, has evolved as a standard for temporary hydraulic interventions.^[6]

Basic Components

Stoplogs consist of individual horizontal logs, typically rectangular beams or planks, that are inserted into vertical grooves or slots within a supporting frame to form a barrier against water flow. These logs are the primary blocking elements, designed to span the width of a channel or gate opening while providing incremental height adjustments when stacked. The vertical grooves, often embedded in concrete walls or steel guides, serve as precise guides to ensure the logs align properly and resist lateral movement under hydraulic pressure.^[6]^[1] To achieve a watertight seal, each log incorporates sealing gaskets or wedges, such as elastomer strips shaped like a music note along the sides and bottom, which compress against the groove surfaces and adjacent logs to prevent leakage. These seals project slightly beyond the log's contact points, typically about 1/4 inch, and may include low-friction coatings like Teflon to facilitate insertion and removal. Supporting features for handling include lifting lugs or eyes on the top of each log, often paired with dowel pins for alignment, allowing safe manipulation via chains, hoists, or cranes, particularly under balanced water conditions to avoid unbalanced loads.^[6]^[7]^[1] Interlocking mechanisms, such as dowel pins or notched edges, enable multiple logs to stack securely, maintaining alignment and protecting seals from damage during assembly or disassembly. Standard configurations range from single-log setups for low-head applications to multi-log stacks for greater heights, with individual log heights typically 6 to 24 inches and widths customized to match the channel breadth, ensuring modular flexibility in water level control.^[6]^[9]^[7] Stoplog systems integrate seamlessly with structures like sluice gates or bulkheads through embedded seats and guides, where the logs rest on horizontal seat bars that distribute loads to the surrounding concrete or steel framework. These components are engineered for load-bearing capacity under maximum water pressure, with designs accounting for hydrostatic forces, dead weight, and stacked assembly loads—often limited to 1,050 pounds per square inch on seat bars for concrete strengths up to 3,000 pounds per square inch—to ensure structural integrity during operation.^[6]^[1]

History and Development

Early Origins

Stoplogs originated in the late 18th century as part of early canal engineering efforts in Britain, evolving from primitive wooden barriers used to control water flow in rudimentary lock and weir systems. Early forms of safety gates, such as those associated with the Bridgewater Canal constructed between 1759 and 1761, addressed needs for flood prevention and maintenance in European waterway infrastructure.^[10] These designs, often featuring vertically slotted wooden planks or logs inserted into masonry grooves, addressed the need for adjustable water levels in navigation locks amid the expanding canal networks of the Industrial Revolution. By the early 19th century, stoplogs had become integral to canal systems across Europe and North America, particularly for navigation locks and adjustable weirs. In Britain, their use was documented in canal engineering around the 1820s, supporting the growth of inland waterways that connected industrial centers and facilitated trade. One of the earliest detailed implementations occurred in British-influenced projects like the Rideau Canal in Canada, constructed between 1826 and 1832 under Lt. Col. John By, where stoplogs were employed in gunboat and steamboat locks to seal chambers for repairs and regulate flow, with grooves cut into masonry walls and timber sills at the base.^[11] This adoption reflected broader European practices. In North America, the U.S. Army Corps of Engineers emerged as a key early adopter of stoplogs during the 19th century, applying them in Mississippi River flood control and navigation improvements. Wooden prototypes were integrated into lock and dam structures by the late 1800s, allowing stop-logs or bulkheads to be dropped into wall slots to isolate sections and control water levels upstream of gates.^[12] For instance, in the St. Paul District, stoplogs were inserted upstream from upper lock gates to manage flow in early dams, aiding efforts to mitigate flooding and enhance river navigability. Primitive wooden barriers in Dutch dike systems, dating back centuries, also prefigured stoplogs by using timber elements to reinforce and adjust flood defenses, though standardization occurred later in the 19th century amid urbanization pressures.^[13] The evolution from basic wooden barriers to standardized stoplogs accelerated during the Industrial Revolution, driven by the demands of urbanization, expanded irrigation networks, and increased canal traffic for transporting goods like coal and raw materials. This shift enabled precise water level adjustments in weirs and locks, reducing maintenance disruptions and supporting economic growth without relying on more complex mechanical gates.^[10]

Modern Innovations

Following World War II, stoplog technology transitioned from predominantly wooden constructions to more durable metallic materials, with steel and aluminum becoming standard for enhanced structural integrity and longevity in demanding hydraulic environments. This shift, evident in U.S. Army Corps of Engineers (USACE) and Bureau of Reclamation designs from the 1950s onward, addressed the limitations of wood, such as susceptibility to rot and limited load-bearing capacity, enabling stoplogs to handle higher water pressures and spans in navigation locks and dams.^[6]^[14] Concurrently, the integration of hydraulic hoists revolutionized stoplog operation, replacing labor-intensive manual lifting with mechanized systems powered by hydraulic cylinders or wire-rope mechanisms, which allowed for safer and more efficient installation under flowing water conditions. These hoists, often mounted on bridge or gantry cranes, were widely adopted in post-1950 projects, reducing operational time and personnel exposure to hazards while supporting heavier metallic logs.^[6]^[14] In the 1970s and 1980s, key innovations focused on corrosion resistance and modularity to extend service life in harsh conditions. Epoxy-based coatings emerged as a primary protective measure for steel stoplogs in marine and brackish environments, providing a barrier against galvanic corrosion and biofouling, while modular stacked designs facilitated rapid assembly and disassembly without specialized tools. Aluminum variants, often heat-treated post-welding, further minimized corrosion needs through inherent oxide layers, complemented by cathodic protection systems using sacrificial anodes.^[6]^[14] Regulatory influences in the 1990s, particularly the U.S. Federal Energy Regulatory Commission's (FERC) updated dam safety standards under Part 12, emphasized risk-informed assessments that prompted upgrades to automated stoplog systems for improved reliability during emergencies. These standards, building on 1980s International Commission on Large Dams (ICOLD) guidelines for automated monitoring, led to the incorporation of hydraulic actuators and remote controls in stoplog deployments at hydroelectric facilities, enhancing response times and compliance with hazard potential classifications.^[15]^[16] From the 2000s to the 2020s, trends have incorporated sensor integration into stoplogs for real-time remote monitoring, particularly in hydroelectric plants where proximity sensors and water-level detectors enable automated adjustments and early detection of structural issues. Such systems use submersible sensors to support safer operations and maintenance.^[14]

Design and Materials

Structural Features

Stoplog assemblies incorporate specific design principles to ensure stability and effective sealing under operational loads. Seals between individual stoplog sections manage leakage and provide stability when stacked. Tapered edges on the bottom surfaces facilitate pressure sealing against the sill or underlying logs, promoting a watertight fit as hydrostatic pressure increases. Reinforcement ribs, typically welded structural tees or channels spaced as required to distribute loads, are integrated into the skin plate to resist bending moments, minimizing deflection across the span.^[17]^[18]^[17] Modern designs often incorporate neoprene seals and UHMW polyethylene guide bars for enhanced sealing and smooth insertion.^[19] Load considerations in stoplog design account for hydrostatic pressure, which varies triangularly from zero at the water surface to maximum at the base, approximated as a uniform load for simplification in beam analysis. The maximum allowable span is determined using the beam deflection formula for a simply supported beam under uniform load: \delta = \frac{5wL^4}{384EI}, where \delta is the maximum deflection (limited to L/200 for serviceability), w is the distributed load per unit length from water weight, L is the span length, E is the modulus of elasticity, and I is the moment of inertia of the section. This ensures the structure remains operational without excessive deformation or leakage under design heads.^[18]^[17] Customization of stoplogs allows for adjustable heights through vertical stacking of modular sections, typically in 6-inch increments, enabling precise water level control up to the full opening height. Groove tolerances are maintained at 1/8 inch to ensure a snug fit within the embedded or surface-mounted slots while accommodating minor misalignments from fabrication or installation. Structural integrity is further assured by applying safety factors of 1.5 to 2.0 against ultimate strength, accounting for uncertainties in loading, material variability, and fatigue over the design life.^[20]^[19]^[17] Stoplogs demonstrate compatibility with diverse site conditions, including adaptations for curved channels through custom-formed sections or segmented assemblies that conform to non-linear geometries. They are suitable for static high-head applications up to 50 feet under low-flow conditions, where reinforced designs with closer rib spacing and higher-grade materials prevent failure under elevated pressures.^[17]^[19]

Material Choices

Stoplogs are commonly constructed from treated timber, such as Douglas fir, redwood, pine, or spruce, particularly for low-cost applications in low-pressure environments like canal check structures or penstock intakes where hydraulic heads are limited.^[6] These materials offer advantages including natural buoyancy that aids in handling and installation, as well as economic accessibility due to the abundance of timber resources.^[6] However, untreated or poorly treated timber is susceptible to rot and decay from prolonged exposure to moisture, necessitating chemical preservatives like creosote or waterborne salts to extend service life by up to five times.^[21] In modern designs, stainless steel grades such as 304 and 316 are preferred for their superior corrosion resistance in challenging environments, including saltwater or high-salinity conditions where chloride ions accelerate degradation.^[22] Grade 316, with added molybdenum (2-3%), provides enhanced pitting resistance compared to 304, making it suitable for marine-influenced water control structures.^[22] Aluminum alloys, such as 6061-T6, serve as lightweight alternatives that facilitate portability and ease of manual installation in remote or temporary setups, though they require protective measures against galvanic corrosion in dissimilar metal contacts.^[23]^[24] Specialized coatings enhance durability across materials; hot-dip galvanization on carbon steel stoplogs provides a sacrificial zinc layer for cathodic protection in freshwater or mildly corrosive settings, while polymer linings or epoxy-based coatings on metal surfaces mitigate biofouling by creating non-stick barriers that reduce organism attachment and maintenance needs.^[23] Material selection is guided by site-specific factors, including water pH, salinity levels, and hydraulic pressure; for instance, steel variants are typically chosen for heads exceeding 20 feet to ensure structural integrity under higher loads, whereas aluminum or timber suffices for lower pressures.^[6]^[25] Sustainability trends since the 2010s have promoted fiber-reinforced polymer (FRP) composites, often incorporating recycled fibers and resins, for eco-sensitive areas due to their corrosion resistance, 100-year design life with minimal maintenance, and reduced environmental footprint from lower material extraction and transport emissions.^[25] These composites align with broader goals of minimizing ecological disruption in water management infrastructure.^[25]

Types and Variations

Manual Stoplogs

Manual stoplogs are non-powered hydraulic control elements consisting of individual beams, typically made of wood or metal, that are manually inserted into vertical grooves or slots within a gate structure to regulate water levels in channels, canals, or reservoirs.^[1] These systems rely entirely on human operation for installation and removal, often using auxiliary equipment such as cranes, winches, or levers to handle the beams, which are equipped with lifting lugs for secure attachment.^[2] The operational process for manual stoplogs involves a sequential approach to ensure safe and effective flow control under partial water conditions. First, operators attach a self-engaging lifting beam to the stoplog via its lugs and use a crane or winch to position it above the grooves in the channel wall. The log is then lowered into place, starting from the bottom and stacking upward as needed, to partially or fully block the flow while allowing residual water to pass until the desired level is achieved. For removal, the process reverses: the lifting beam is reattached, and a manual lanyard is used to release the log underwater if necessary, followed by hoisting it out of the grooves. This method is typically suited for small-scale applications, such as canals or locks, where full dewatering is not immediately required.^[2] One key advantage of manual stoplogs is their low initial cost, making them an economical choice for budget-constrained projects, alongside their inherent simplicity that facilitates deployment in remote or low-infrastructure areas without the need for electrical or hydraulic power systems.^[2]^[1] However, these systems are labor-intensive, requiring multiple personnel for handling and positioning, which can increase operational time and physical demands on workers. Additionally, their effectiveness is highly dependent on weather conditions, as rain, wind, or poor visibility can complicate safe manual handling and insertion.^[2]^[1]

Specialized Types

Handstops represent a lightweight, portable variant of stoplogs designed for quick deployment in low-head applications, typically ranging from 2 to 4 feet in height. These aluminum-constructed units, such as the Whipps 500 Series Model 509, feature an open-channel design that facilitates manual handling by one or two operators without heavy machinery, making them suitable for hand-operated spillways in irrigation channels or small reservoirs. Their lightweight design allows for rapid installation and removal to adjust water levels during maintenance or minor flow control tasks, with UHMW polyethylene seals ensuring leakage rates as low as 0.05 gallons per minute per linear foot.^[24] Powered stoplogs incorporate hydraulic or electric lift systems to enable automated operation in high-volume dam environments, contrasting with manual variants by reducing labor and enhancing safety under flowing conditions. These systems utilize direct-acting hydraulic cylinders or wire-rope hoists driven by electric motors with variable frequency drives, often integrated with programmable logic controllers (PLCs) for remote monitoring and precise positioning via encoders and limit switches. For instance, split-leaf gates automate traditional stoplog functions by employing rack-and-pinion or bellcrank mechanisms powered by high-torque motors (up to 192.9 ft-kips), allowing incremental adjustments for flood discharge while maintaining reservoir levels at dams with heads exceeding 10 feet. Such setups, as detailed in U.S. Army Corps of Engineers guidelines, include interlocks and emergency stops to prevent operational failures, with PLCs logging gate positions for efficiency analysis.^[26]^[27] Custom variants of stoplogs address specialized geometric or temporary needs, including inflatable designs for flood barriers and segmented configurations for irregular waterways. Inflatable stoplogs employ flexible PVC or rubber bladders that inflate via air or water to form temporary seals, deployable in minutes to block openings up to 25 feet wide and 5 feet high, often with dual neoprene seals for redundancy in emergency flood scenarios. These are particularly effective for urban or coastal protection, as seen in systems like the Flex-Cover Resilient Tunnel Plug, which adapts to non-standard shapes without permanent infrastructure. Segmented stoplogs, meanwhile, consist of modular aluminum or stainless steel panels fabricated in 100mm increments, connected via interlocking frames to conform to curved waterways or contoured channels, enabling precise flow isolation for maintenance in wastewater conduits or navigation locks. Australian Water Management Associates' designs, for example, incorporate roller guides and equalization valves to operate under differential heads, supporting bi-directional sealing for custom applications.^[28]^[29] Innovations in self-sealing polymer stoplogs prioritize zero-leakage performance in sensitive environments like wastewater treatment plants through composite materials and integrated seals. These units feature fiber-reinforced polymer (FRP) cores with isophthalic polyester resin skins and hollow or concrete-filled interiors, paired with J-bulb neoprene side seals and sponge rubber bottom gaskets to achieve near-zero leakage under heads up to 8 feet. Glass-Steel, Inc.'s Type 2 and Type P models, NSF-compliant for potable and effluent use, offer corrosion resistance and a 25-year warranty, with pultruded fiberglass lifting pins for easy handling in channels spanning 10 feet. Such designs minimize environmental impact by eliminating metal degradation, as seen in composite stoplogs used since the 1980s in treatment facilities. Recent developments as of 2025 include semi-automated polymer systems and enhanced resilient designs for flood control.^[30]^[31]^[32]^[33]

Installation and Operation

Installation Procedures

Installation of stoplogs requires careful preparation to ensure safe and effective placement within water control structures. The channel or bay is first partially dewatered or isolated to achieve no-flow or balanced head conditions, minimizing hydraulic forces during the process.^[6] Grooves or guides in the structure are inspected and cleaned of debris, including sediment and algae, to prevent interference with seating and sealing.^[34] The installation sequence typically proceeds from the bottom up, with the first stoplog placed directly on the sill or invert, followed by subsequent logs stacked atop the previous one to form a continuous barrier.^[6] Each log is lowered into vertical guides or slots using overhead cranes, lifting beams, or portable winches equipped with handling attachments for precise control.^[6] Alignment is verified with levels or similar tools during placement to ensure even contact and pressure distribution across seals, avoiding gaps or uneven loading.^[23] In high-flow conditions where complete shutdown is not feasible, upstream diversion or temporary flow control measures are employed to reduce velocities, allowing installation under near-balanced heads.^[6] A team of 2-4 personnel typically handles the operation, coordinating lifts to maintain stability. Best practices include conducting a post-installation leak test, such as observing seepage over a short period or using dye tracing, to verify seal integrity before full pressurization.^[6] These procedures align with guidelines from the U.S. Bureau of Reclamation for hydraulic equipment, emphasizing coordination with operations and maintenance staff. Safety protocols, such as securing lifting gear and using personal protective equipment, must be followed throughout.^[6] Removal of stoplogs follows a reverse sequence, starting from the top log and proceeding downward to maintain structural stability and prevent sudden shifts. Similar equipment, such as cranes or lifting beams, is used, with dowel pins or guides ensuring controlled extraction under balanced head conditions.^[6]

Maintenance and Safety

Routine maintenance of stoplogs involves regular inspections to ensure structural integrity and operational efficiency. Annual checks are recommended for corrosion, warping, and seal degradation, particularly in submerged or exposed environments, with more frequent semi-annual inspections advised for high-use installations to verify bolt tightness, misalignment, and overall damage. Cleaning protocols focus on removing sediment buildup using a hose or clear water to prevent obstruction and wear, followed by light lubrication of moving parts with approved greases to maintain smooth operation. These practices help extend service life and minimize downtime in water control applications.^[6]^[35]^[36] Safety measures during stoplog handling prioritize hazard prevention through established protocols. Lockout-tagout (LOTO) procedures must be implemented to isolate energy sources, such as water flow or mechanical systems, before any maintenance, following the steps of preparation, shutdown, isolation, application of locks and tags, energy verification, and controlled restart to avoid unexpected releases. Personal protective equipment (PPE) requirements include gloves, steel-toe boots, and harnesses for overhead or elevated work to protect against slips, falls, or pinch points. In flood-prone or high-pressure settings, emergency evacuation plans are essential, integrated into broader dam safety emergency action plans (EAPs) that outline notification, response, and evacuation routes for potential failures like sudden pressure surges.^[37]^[38]^[39] Common issues with stoplogs often stem from environmental exposure and include leaks due to degraded seals or gaskets, which can be addressed through replacement using compatible materials like rubber or neoprene, ensuring proper compression (e.g., 3 mm).^[40] Re-greasing after installation is recommended. Corrosion affects metal components, mitigated by recoating and storage away from weather, while warping in wooden variants may require replacement if detected during inspections. With proper care, steel stoplogs, especially stainless varieties, offer greater durability compared to wood, though both benefit from routine upkeep to avoid premature failure.^[35]^[38]^[6] Regulatory compliance ensures worker protection and system reliability, adhering to OSHA standards for LOTO (29 CFR 1910.147) and general materials handling (29 CFR 1910.176) during stoplog operations, including secure storage and safe lifting to prevent accidents. For flood-prone installations, FEMA guidelines emphasize annual maintenance documentation and EAP development under the Federal Flood Risk Management Standard, focusing on inspections and repairs to mitigate risks in levees and dams. These standards promote proactive measures to safeguard personnel and infrastructure.^[41]^[42]

Applications

In Water Control Structures

Stoplogs serve as essential components in various water control structures, enabling precise regulation of water levels and flows in permanent infrastructure for flood management, navigation, irrigation, and treatment processes. By stacking individual logs into vertical slots or guides, operators can adjust the height of barriers to control discharge rates, maintain desired elevations, and prevent uncontrolled overflow that could lead to structural damage or environmental issues. These devices are particularly valued in routine operations due to their simplicity, modularity, and ability to handle low-head conditions without complex machinery.^[6]^[27] In dams and spillways, stoplogs are commonly employed to regulate overflow and mitigate erosion risks, especially in low-head dams where steady water release is critical for downstream stability. For instance, wooden or metal stoplogs are stacked to partially close spillway openings, allowing controlled crest flow during normal conditions while providing capacity for flood discharge when needed. This adjustable setup helps maintain reservoir levels and directs water over the spillway in a manner that minimizes scour on abutments and foundations, a key concern in structures with heads under 40 feet. The U.S. Bureau of Reclamation notes their suitability for low-span, low-head applications in spillways and diversion structures, where they isolate sections or modulate flow to ensure even distribution and prevent excessive velocities that could erode concrete or earth embankments.^[6]^[27]^[43] For canal and lock systems, stoplogs facilitate the maintenance of consistent navigation depths across extensive inland waterways, such as the U.S. Army Corps of Engineers' network spanning approximately 12,000 miles of channels. In navigation locks, they are inserted into bulkhead slots to unwater chambers or isolate gate bays, enabling precise control of pool elevations for safe vessel passage. This is vital in systems like the Mississippi River basin, where stoplogs support routine level adjustments to accommodate varying traffic and seasonal flows, ensuring minimum channel depths of 9 to 12 feet for commercial barge operations. The Corps' design guidelines emphasize their role in temporary closures during inspections, with sills positioned at or near the lock floor to provide reliable sealing and support for water retention in upstream pools.^[44]^[45] In irrigation systems, stoplogs function as adjustable barriers to direct water for field flooding in arid regions, promoting efficient distribution in large-scale agricultural networks. Since the 1930s, with the development of projects like California's Central Valley Project, these devices have been integral to canal check structures, allowing operators to raise or lower water levels incrementally for targeted inundation of crops such as rice and alfalfa. By stacking logs in open channels, farmers and managers can create temporary weirs that hold water in fields while minimizing waste, a practice well-suited to the valley's semi-arid climate and extensive approximately 4,000-mile irrigation network. The Bureau of Reclamation highlights their use in low-head diversion intakes for such applications, where elastomer seals ensure minimal leakage and sustained flow control over extended periods.^[6]^[46]^[47] Wastewater treatment plants rely on stoplogs to isolate tanks and regulate flows within processes handling millions of gallons daily, ensuring uninterrupted operation and compliance with discharge standards. Aluminum or stainless steel logs are deployed in channels and basins to block influent or effluent streams, allowing maintenance of aeration tanks, clarifiers, or sedimentation units without halting the entire facility. For example, in plants processing up to 100 million gallons per day, stoplogs with neoprene seals provide directional sealing against low heads, facilitating precise isolation while accommodating typical velocities in open channels. Manufacturers like Hydro Gate specify their design for environmental water treatment, where stackable 6-inch increments enable fine-tuned control to prevent overflows or backups in multi-stage systems.^[48]

In Emergency and Maintenance Scenarios

Stoplogs play a critical role in dewatering operations during maintenance in hydroelectric plants, where they block water flow to provide safe access to gates, turbines, and associated components during scheduled outages. Typically installed in steel-lined guides after closing and locking intake gates or turbine inlet valves, stoplogs enable the drainage of water passages such as penstocks, draft tubes, and tailrace sections, preventing ingress while repairs or inspections are conducted. This process, often supported by cranes or hoists, ensures minimal leakage at design heads and facilitates annual overhauls without compromising plant integrity. In flood emergencies, stoplogs allow for rapid deployment to seal openings in levees and barriers, raising water levels to divert or contain floodwaters and protect vulnerable infrastructure. For instance, during the 2011 Mississippi River flooding, the U.S. Army Corps of Engineers employed stoplog closure structures across roadways and railways, integrating them with sandbags to transition from earthen embankments and exclude floodwaters from leveed areas along tributaries like Mahoning Creek. These assemblies, often constructed from wood, metal, or concrete and placed in guide slots, require minimal equipment for installation under high-flow conditions, enhancing emergency response efficacy.^[49] Stoplogs are also utilized for isolation in system failures, particularly to contain spills or leaks in water treatment facilities by segmenting flow paths and preventing contaminant spread. This approach, part of broader post-disaster hardening efforts, allowed for controlled dewatering and containment without full system shutdown. Recovery protocols following emergency or maintenance use emphasize swift stoplog removal to restore operational flow, often coordinated with redundancy measures like pre-staged spares and trained crews to achieve 24-hour response capabilities. Post-event inspections verify seal integrity and guide alignment before reinstallation, while emergency plans integrate stoplog checks into broader flood recovery checklists to minimize downtime and ensure structural readiness for subsequent events.^[50]

Comparisons

Stoplogs vs. Flashboards

Stoplogs and flashboards serve as adjustable barriers in water control structures, but differ fundamentally in design and functionality. Stoplogs consist of removable individual beams, typically wooden or metal, stacked vertically in grooves or slots within gate frames to enable precise, incremental adjustments to water levels.^[51] In contrast, flashboards are fixed wooden panels or boards pinned or anchored atop weirs or spillway crests to provide temporary height increases for reservoir storage.^[51] This stacked configuration of stoplogs allows for fine-tuned control by adding or removing single units, while flashboards function as a more rigid, all-or-nothing elevation system that is installed or removed as a set.^[6] Use cases for these devices reflect their design distinctions. Stoplogs are employed in scenarios requiring frequent adjustments, such as daily operations in navigation locks or floodgates, where operators can quickly modify flow rates without major disassembly.^[51] Flashboards, however, suit static, low-maintenance applications like seasonal overflow management in small dams or irrigation weirs, where they remain in place for extended periods to maintain elevated water levels until removal prior to high-flow events.^[51] Both are common in low-head hydraulic structures, but stoplogs offer greater adaptability in dynamic environments, whereas flashboards prioritize simplicity in stable conditions. The advantages and disadvantages further highlight their trade-offs. Stoplogs provide versatility for precise control and can serve as an economical alternative to powered gates, though they necessitate specialized equipment like cranes for handling heavy beams and may exhibit higher leakage at horizontal joints.^[6]^[51] Flashboards are cheaper and easier to install seasonally, offering an unobstructed spillway once removed, but they pose risks during unexpected floods if not timely dismantled, potentially leading to uncontrolled cresting and structural failure.^[51] Historically, flashboards predate stoplogs, appearing in 18th-century mill dams for basic water retention.^[52]

Stoplogs vs. Other Flow Control Devices

Stoplogs serve as temporary, modular barriers in hydraulic systems, contrasting with sluice gates, which are permanent installations designed for automated, high-flow regulation through powered mechanisms.^[53] Sluice gates enable precise control in demanding environments with elevated water pressures, whereas stoplogs rely on manual stacking for intermittent closure, offering greater portability but limited automation.^[54] This modularity makes stoplogs particularly economical for sporadic applications, avoiding the infrastructure demands of powered sluice systems.^[53] In comparison to radial gates, commonly known as Tainter gates, stoplogs prioritize simplicity over mechanical sophistication, lacking the hoisting arms and trunnion pivots that allow radial gates to manage substantial flows in expansive reservoirs.^[55] Radial gates facilitate efficient operation across wide spillways via hydraulic or electric actuators, but their intricate design complicates maintenance access compared to the straightforward disassembly of stoplogs.^[56] Stoplogs thus provide easier intervention for routine inspections in smaller structures, while radial gates dominate in scenarios requiring robust, automated flood control.^[57] Economically, stoplogs exhibit lower initial equipment costs than powered alternatives like sluice or radial gates, primarily due to their unpowered, portable construction that eliminates the need for actuators and reinforced frames.^[54] However, their deployment incurs higher labor expenses from manual handling and storage requirements, offsetting savings in frequent-use contexts.^[53] Stoplogs prove suitable for water heads typically under 30 feet, where their lightweight materials suffice without the heavy-duty reinforcements demanded by higher pressures in powered systems. Selection of stoplogs favors low-technology, rural installations where manual operation aligns with limited resources and infrequent adjustments, in contrast to urban or high-stakes environments—such as major dams like Hoover Dam—that mandate powered gates for reliable, rapid response to variable flows.^[58] This distinction underscores stoplogs' role in cost-sensitive, passive control versus the automation essential for critical infrastructure.^[54]

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Mar 1, 2011 · Thus, the lifting device features submersible proximity sensors that allow the operator to detect engagement of the hooks with the stoplogs. In ...
[17]
[PDF] ETL 1110-2-2105, "Design of Hydraulic Steel Structures"
Jun 30, 2014 · 1. Purpose. This manual prescribes guidance for designing new hydraulic steel structures (HSS) by. Load and Resistance Factor Design (LRFD).
[18]
[PDF] Structural Design of Closure Structures for Local Flood Protection ...
Mar 31, 1994 · Stoplog closure struc- tures usually consist of one or more sets of horizontal aluminum or steel beams, stacked vertically in the closed.
[19]
None
Below is a merged summary of the stoplog structural design, stacking, alignment, tolerances, and safety information from all provided segments. To retain all details in a dense and organized format, I will use a table in CSV format for each key aspect (Structural Design, Stacking, Alignment, Tolerances, Safety), followed by a consolidated text summary with useful URLs. This approach ensures comprehensive coverage while maintaining clarity and conciseness.
[20]
[PDF] STOP LOGS - Hydro Gate
Fabricated stainless steel bulk head, embedded slot. Product Features. • Steel, stainless steel, or aluminum. • Large sizes and high heads: Contract Hydro Gate.
[21]
[PDF] Preservation and Protection of Timber Bridges
Applied correctly, wood preservatives can increase the life of timber structures by as much as five times or more. A complete approach to the preservation and ...
[22]
304 vs 316 Stainless Steel: What You Need to Know - Unified Alloys
304 has 18% chromium and 8% nickel, while 316 has 16% chromium, 10% nickel, and 2-3% molybdenum, with superior corrosion resistance. 304 is standard, 316 is ...Missing: stoplogs | Show results with:stoplogs
[23]
None
### Summary of Materials for Stoplogs (UFGS-35 20 14, August 2022)
[24]
500 Series - Stop Logs - Whipps, INC. - Industry Leading Water ...
500 Series stop logs are made of aluminum or stainless steel, perfect for applications with infrequent installation or removal using a lifter.Missing: tolerances | Show results with:tolerances<|separator|>
[25]
None
### Summary of FRP Composites for Stoplogs or Water Control (UFGS-35 20 15)
[26]
[PDF] Em 1110-2-2610 Mechanical and Electrical Design for lock and ...
Jun 30, 2013 · a. Function of lock gates and valves. Lock gates and valves serve a number of different functions, depending on location and conditions.
[27]
Split-leaf gates: Automate your stoplogs
Various lifting mechanisms have been developed to allow the stoplogs to be lifted from the spillway. Examples include manually operated lifting poles or hooks ...Missing: FERC | Show results with:FERC
[28]
Flex-Cover® Resilient Tunnel Plug | PS Flood Barriers®
The Flex-Cover Resilient Tunnel Plug is a high-strength inflatable device that rapidly deploys to prevent flooding in a tunnel of any shape or size.Missing: stoplogs | Show results with:stoplogs
[29]
Stop Logs (Modular Water Control Gates) - AWMA
Jun 9, 2016 · The AWMA StopLog range consists of fabricated modular segments of any size, joined to effectively isolate flows for maintenance, redirection or containment.Missing: curved | Show results with:curved
[30]
StopLogs - Glass-Steel, Inc.
Glass-Steel, Inc. produces composite stop logs for temporary storage of water in flow channels in Water and Wastewater Treatment Plants.Missing: self- 2000s zero- leakage
[31]
Solution for Sealing Stoplogs - Renewable Energy World
Oct 1, 2008 · This product seals the stoplogs, minimizing the leakage, and is more environmentally friendly than the cinders from steam locomotives previously ...Missing: self- polymer treatment
[32]
Plasti-Fab, Inc. Composite Stop Log Brochure | PDF - Scribd
Rating 4.0 (1) Heavy Duty. Composite Stop Logs Dimensionally Stable Low Leakage Low Maintenance Corrosion Resistant Built to Size Easy to Install. Plasti- ...Missing: zero | Show results with:zero
[33]
[PDF] Operation and Maintenance Manual
Jan 11, 2024 · The first requirement is to clean the stop log guides and along the bottom of the sump where the bottom stop log will rest, then install the ...<|control11|><|separator|>
[34]
[PDF] AG STOP GATE SL STOP LOG - Orbinox
• This manual describes the recommended procedures for installation, operation, maintenance and safety precautions for the following ORBINOX equipment: o AG ...
[35]
Inspections - Washington State Department of Ecology - | WA.gov
Owners are required to conduct annual inspections and submit a copy of their inspection checklist to us within 30 days following the inspection.
[36]
https://ecology.wa.gov/water-shorelines/water-supply/dams/info-for-dam-owners/inspections
[37]
Stop Log Training: Safe, Simple, Effective - Whipps, INC.
Jul 15, 2025 · Corrosion-resistant materials for long service life. Safe Handling and Installation Practices. To maximize efficiency and protect operators ...
[38]
[PDF] Emergency Preparedness Guidelines for Levees | FEMA
• Photographs showing flood damages, deficiencies, and overall project condition; and. • Maintenance costs incurred for the flood control project that year.
[39]
https://www.fema.gov/sites/default/files/2020-08/fema_emergency-preparedness-guidelines-for-levees_2018.pdf
[40]
[PDF] FEMA Policy: Federal Flood Risk Management Standard (FFRMS)
Sep 1, 2024 · This policy facilitates implementation of the Federal Flood Risk Management Standard (FFRMS) as part of FEMA's.
[41]
[PDF] EM 1110-2-1605 - USACE Publications
May 12, 1987 · Dams with heads between 10 and 40 feet are generally considered low-head dams and those over 40 feet high-head dams. Because of the problems ...
[42]
[PDF] EM 1110-2-2602 - USACE Publications
Sep 30, 1995 · EM 1110-2-2602 is an engineer manual for the planning, engineering layout, analysis, and design of navigation locks for civil works navigation ...
[43]
[PDF] of the Nation's Inland Waterways
Of these, 12,000 miles are commercially navigable, revenue generating miles which comprise the U.S. inland maritime transportation system (IMTS). The IMTS ...Missing: stoplogs | Show results with:stoplogs
[44]
The Central Valley Project - Introduction - Bureau of Reclamation
Aug 4, 2015 · In 1930, the state water plan called for construction of a 420 foot dam at Kennett to maintain a regular flow to Antioch, keeping salt water ...
[45]
[PDF] STOP LOGS - Hydro Gate
Stop logs are used for level control in open channels. Logs are beams inserted in grooves cast in a channel wall. Aluminum is now the material of choice for ...
[46]
[PDF] 2: Understanding Levee Fundamentals - MMC Information Hub
stoplog closure structures extending across the roadway and railway (Figure 2-59). During the. 2011 flooding, sandbags were used to transition from the earthen ...
[47]
[PDF] DAM SAFETY AND PUBLIC WORKS - LaDOTD
Jun 22, 2023 · emergency drawdown system and concrete inlet structures equipped with stoplogs that serve as the primary spillway. ... Post-Hurricane Katrina ...
[48]
Resilient Nation Partnership Network
**Summary:**
[49]
Spillway Control Devices - FlashBoards and Stop Logs
Flashboards usually consist of individual wooden boards, or structural panels anchored to the crest, stoplogs are wooden boards or structural panels spanning ...
[50]
A Photographic History of the Ipswich Mills Dam
Mar 7, 2021 · In 1830, 12″ flashboards were added to the top of the dam, and by 1858 the flashboards had been raised to 18”. Due to the higher flashboards ...
[51]
Historical Info - 1913 vs. Today - MRCC
Those who paved the way towards effective flood control systems after the 1913 flood set the stage for other flood-prone areas across the country. The Miami ...<|separator|>
[52]
Stop Gates vs. Sluice Gates: Strength vs. Simplicity in Water Control
Aug 27, 2025 · Discover the differences between stop gates, sluice gates, and bulkhead models as cost-efficient, reliable water control equipment.
[53]
[PDF] Training Programme on Water Control Gates - Jashindia
1) Sluice Gates Due to this reason, the overall equipment cost is higher as compared to stoplogs but the operating cost and operational difficulty is much ...
[54]
How Different Spillway Gates Work - Practical Engineering
Jan 3, 2023 · Stoplogs usually can't be installed in flowing water and are only used as a temporary measure to dewater the main gate for inspection or ...Missing: comparison | Show results with:comparison
[55]
Gates - Atlantic Fluid Technology
Tainter gates, also referred to as radial gates are primarily used as spillway (flood control) gates due to their simplicity and efficient design. They ...Missing: reservoirs | Show results with:reservoirs
[56]
Types of Spillway Gates | Types of Dam Gates & Services
Mar 20, 2022 · A spillway gate is also referred to as a stop gate. These are adjustable gates which can control the water flow of rivers, streams and reservoirs.
[57]
Hoover Dam - Bureau of Reclamation
Spillway Type, Concrete lined, side channel, gate controlled overflow weir ; Spillway Capacity at Elevation, 270,000 cfs at 1232 ft ; Outlet Works Capacity at ...