Hydroelectric power generation system and methods

Abstract

A modular hydroelectric power generation system includes a siphon assembly, a rotor assembly, a support assembly, a generator assembly, and a control system. The siphon assembly includes an intake end, a discharge end, and a flow conduit. The intake end is configured to be submerged in an upstream water source. The discharge end is configured to release water into the rotor assembly. The flow conduit extends between the intake end and the discharge end. The rotor assembly is positioned downstream relative to the siphon assembly and is configured to extract kinetic energy. The generator assembly, operatively connected to the rotor assembly, is configured to convert mechanical energy from the rotor assembly into electrical energy. The control system is configured to monitor and regulate operation of the siphon assembly, the rotor assembly, the support assembly, and the generator assembly.

Description

Atty. Dkt. No. GENH-56224HYDROELECTRIC POWER GENERATION SYSTEM AND METHODSBACKGROUND

[0001] Hydroelectric power is a vital component of renewable energy strategies, providing stable and clean energy to meet global demands. Nevertheless, despite over 90,000 documented dams and 20,000 irrigation check structures in the United States, only about 2% of these dams are currently used for hydroelectric power generation. Non-powered dams (NPDs) and other underutilized water infrastructures represent a significant opportunity for renewable energy expansion, yet their potential remains untapped due to shortcomings in conventional hydroelectric systems. Traditional hydroelectric installations face multiple barriers to adoption, such as high deployment costs, lengthy construction timelines, and substantial environmental impact. The permitting process for new projects also tends to be complex and uncertain, further discouraging investment. As a result, electrification of NPDs remains economically unfeasible for many stakeholders, despite the proven reliability of hydroelectric power.

[0002] Compounding these challenges is the reliance on outdated methodologies for assessing hydroelectric capacity. Such methods fail to account for volatile climatic conditions and unpredictable rainfall, both of which directly affect water flow and energy production. This unpredictability increases financial risk, rendering it difficult to secure investment and raising the likelihood of stranded assets. Additionally, conventional hydroelectric infrastructure is typically designed for static operating conditions, making it unable to adapt to evolving environmental or market demands. Similar limitations affect other renewable energy technologies, including wind and solar, which also struggle to respond to changing conditions. This rigidity in design and methodology constrains scalability and efficiency across renewable energy systems. The limitations and disadvantages of conventional approaches will become apparent when compared with the aspects of the present disclosure, as detailed further herein and with reference to the accompanying figures.Atty. Dkt. No. GENH-56224BRIEF DESCRIPTION

[0003] According to one aspect, a method is provided for installing and operating a first modular hydroelectric power generation system at a first water source that includes a first structure that produces a first water source head height, in the majority of implementations of the method, the first structure is a man-made structure that produces the first water source head height, and no part of the first modular hydroelectric power generation system makes physical contact with the first structure. In other implementations, the first structure is a natural structure (e.g., a waterfall or rapids, etc.) that produces the first water source head height. According to another aspect, a method is provided for disassembling and redeploying all or a portion of the first modular hydroelectric power generation system at a second water source provided with a second structure that produces a second water source head height.

[0004] The first modular hydroelectric power generation system preferably includes a plurality of components including a siphon assembly, a rotor assembly, a support assembly, a generator assembly, and a control system that can be assembled into one or more modular hydroelectric power generation units (plural units may share the same support assembly). Some or all the plurality of components are preferably packable in one or more containers for transport to the first water source. The siphon assembly, when assembled for operation, has an intake end, a discharge end, and a flow conduit extending therebetween. Transportation of the one or more containers containing the plurality of components to the first water source is preferably accomplishable without the need for altering existing roadways and / or exceeding established size and / or weight restrictions on such roadways. When the one or more containers arrive at the first water source, the plurality of components are unloaded from the one or more containers and the first modular hydroelectric power generation system is assembled and placed into operation. The assembled siphon assembly is positioned such that the intake end is submerged in an upstream portion of the first water source and the discharge end is directed toward a downstream portion of the first water source and such that the assembled siphon assembly is positionally supported by the support assembly relative to the first water source and, in the case of man-made structures, preferably without physically contacting the first structure that produces the first water source head height.Atty. Dkt. No. GENH-56224The rotor assembly is operatively coupled to the generator assembly to facilitate extraction of kinetic energy from water flowing through the siphon assembly into the rotor assembly. The control system is activated to monitor and regulate operation of the system. Preferably, the amount of time required from the delivery of the first of the one or more containers to the production of electrical energy by the first modular hydroelectric power generation system is less than one year, and even more preferably less than six months.

[0005] Preferably, reserve quantities of at least the rotor assembly and the generator assembly are stored in one or more remote inventory locations. When circumstances warrant an increase in electrical production (e.g., increased water flow or increased electrical demand), one or more additional modular hydroelectric power generation units can be added to the existing system operating at the first water source. The additional units may utilize the existing support assembly or, in the alternative, may include an additional support assembly. Similarly, when circumstances warrant a decrease in electrical production (e.g., a decreased water flow or a decrease in electrical demand), one or more modular hydroelectric power generation units can be removed from the system.

[0006] One or more of the siphon assembly, the rotor assembly, the support assembly, the generator assembly, and / or the control system can be disassembled from the system after the system has been operated to produce electricity for a period of time. At least some of the previously used components of the system can be packed within one or more containers for transport to a second water source (i.e. , a different location). Once the previously used components have been transported to the second water source, the previously used components can be installed as part of a modular hydroelectric power generation system at the second water source (e.g., adding to an existing system or creating a new system).

[0007] As noted above, the siphon assembly includes an intake end, a discharge end, and a flow conduit. The intake end is configured to be submerged in an upstream portion of the water source. The discharge end is configured to deliver water to the rotor assembly. In a preferred embodiment, a plurality of siphons deliver water to a manifold, which directs and concentrates the flow of water to a rotor. The flow conduitAtty. Dkt. No. GENH-56224extends between the intake end and the discharge end. The rotor assembly includes a rotor positioned downstream relative to the siphon assembly. The rotor assembly is configured to extract kinetic energy from the water released from the siphon assembly. The support assembly is configured to positionally support the siphon assembly relative to the water source. Several alternative support assemblies are disclosed. The generator assembly is operatively connected to the rotor assembly and configured to convert mechanical energy from the rotor into electrical energy. The control system is configured to monitor and regulate the various components of the system including one or more of the siphon assembly, the rotor assembly, the support assembly, and the generator assembly. In one embodiment, the system includes at least one container that serves as a reinforced structure for protecting modular components during transit and includes an interior space configured for facilitating on-site assembly and for housing of the control system during system operation.BRIEF DESCRIPTION OF THE DRAWINGS

[0008] FIG. 1 is a schematic diagram illustrating an exemplary environment of a water drainage basin as a first water source, including a primary stream or river that terminates in a man-made reservoir, and includes tributaries, and a grid showing an exemplary flight path of a drone scanning the basin to identify water feature locations and heights.

[0009] FIG. 2 is a schematic side sectional view illustrating a water feature transitioning from an upper level to a lower level, which includes a man-made structure.

[0010] FIG. 3 is a schematic diagram illustrating an exemplary container containing various components of a modular hydroelectric power generation system, which may be transported by, for example, truck or helicopter to a water feature, located for example in remote or disaster-stricken areas, and assembled on-site.

[0011] FIGS. 4a - 4f are schematic diagrams illustrating various support assemblies for positioning one or more siphon assemblies over a man-made structure and a water drop.

[0012] FIG. 5 is a schematic side sectional view illustrating a siphon assembly operatively connected to a rotor assembly and a generator assembly, with the siphonAtty. Dkt. No. GENH-56224assembly positioned over and not in direct physical contact with a man-made structure of a water source.

[0013] FIG. 6 is a schematic top plan view of an embodiment of a support assembly holding a siphon assembly above a man-made structure.

[0014] FIG. 7 is a schematic illustration of a hydroelectric power generation system including an electricity out-feed line connected to a data / communication device configured to collect and relay environmental and operational data to a central data center.

[0015] FIG. 8a is a schematic view of a drainage basin with multiple hydroelectric power generation units, including units suspended above a man-made structure and upstream units utilizing natural structures, all communicating with a remote data center for operational coordination.

[0016] FIGS. 8b - 8e schematically illustrate an exemplary timeline for the deployment, expansion, and eventual redeployment of a modular hydroelectric power generation system at different water sources over a period of time.

[0017] FIG. 9 is a schematic diagram illustrating the use of a portfolio of geographically dispersed hydroelectric energy production systems and associated monitoring stations for predicting near-term (for example, approximately < 7 days), midterm (for example, approximately >7 to approximately < 90 days), and long-term (for example, approximately > 90 days) future weather conditions and changes in water flows.

[0018] FIG. 10 is a perspective view of an exemplary manifold for a plurality of siphons of a siphon assembly, a rotor assembly, and gearing for transmitting rotational energy from the rotor assembly to a generator assembly.

[0019] FIG. 11 is a schematic sectional view of portions of a siphon assembly, a rotor assembly, and a generator assembly, illustrating an alternative approach to scaling and customizing a modular hydroelectric power generation system.

[0020] FIG. 12 is a flowchart depicting an exemplary method for installing a modular hydroelectric power generation system, in accordance with an embodiment of the disclosure.Atty. Dkt. No. GENH-56224

[0021] Fig. 13a and 13b show two exemplary ways of connecting a siphon assembly to a rotor assembly.DETAILED DESCRIPTION

[0022] It should be understood that the description and drawings presented herein are merely illustrative, and various modifications may be made without departing from the scope of the present disclosure. In the description that follows, like parts are marked throughout the specification and drawings with the same reference numerals, respectively.

[0023] FIG. 1 depicts an exemplary environment 100 of a water drainage basin 110 suitable for integrating an exemplary modular hydroelectric power generation system according to the present disclosure within existing man-made and natural hydrological features. The basin 110 includes streams 112 and a river 114 terminating in a reservoir 116, along with a network of tributaries 118 contributing to a water source. This exemplary environment 100 illustrates a potential location for deploying the modular hydroelectric power generation system; however, it should be understood that this example is not limiting.

[0024] In FIG. 1 , a drone 130 is shown. The drone 130 or a plurality of drones may traverse one or more grid patterns 120 along an optimized flight path (e.g., avoiding restricted zones) designed for data acquisition. The drone 130 may be equipped with sensors such as LiDAR, infrared imaging, and high-resolution cameras configured to collect hydrological data, along with other commonly used sensors for environmental data collection and for maintaining proper flight functionality. Mapping and analysis of the basin 110 may include three-dimensional terrain mapping, data acquisition of flow dynamics, water levels, and environmental features such as vegetation and potential obstructions, including man-made structures. Additionally, at least one remote sensing device 140, which may be a telecommunication device, vehicular agent, or stationary system, may be configured to acquire relevant data, such as data transmitted from the drone 130 via various sensing technologies.

[0025] In Fig. 1 , the streams or rivers flow through a central portion of the basin 110, with tributaries feeding into the basin 110 at multiple junctions. Analyzing the interplayAtty. Dkt. No. GENH-56224among these hydrological components may be necessary to determine deployment locations for the modular hydroelectric power generation system. To facilitate this, the drone 130 may scan the basin 110, generating a high-fidelity point cloud of the terrain and hydrological features. This data can be processed using multi-layer post-processing techniques (e.g., machine learning) to identify geometric configurations. The drone’s 130 flight path, designed to minimize redundant coverage, combines longitudinal and transverse passes for spatial and topographical data collection, but is not limited thereto as the path of the drone 130 can be customized as needed. The collected data may be used to determine metrics such as flow rates, head heights, and optimal placements of assemblies associated with the modular hydroelectric power generation system, accounting for environmental constraints such as fish migration pathways and debris zones. The resulting grid-based data may enable artificial intelligence (Al) driven algorithms to recommend specific modular configurations tailored to the site’s hydrodynamic profile, thus enabling efficient and environmentally sensitive system deployment. For example, using Al combined with images of dams or specific geographical locations, the Al may be configured to identify necessary components for a given installation and recommend potential local suppliers for sourcing.

[0026] The modular nature of the hydroelectric power generation system and its components enables integration into existing watercourses without significantly disrupting the surrounding ecosystem, as explained in further detail below. The grid framework, combined with drone and sensing device-based data collection, also facilitates deployment, adjustment, and redeployment of the hydroelectric power generation system, improving energy extraction efficiency while meeting regulatory and environmental protection standards.

[0027] FIG. 2 illustrates a side schematic sectional view of an exemplary water feature 200 transitioning from an upper level 210 to a lower level 220. This water feature 200 represents a site with potential for hydroelectric power generation using the exemplary modular hydroelectric power generation system, and will be explained in further detail below. The transition between the upper level 210 and the lower level 220 is characterized by a water source head height 230 or drop, which helps determine the site’s energy potential. This determination may be performed by the aforementionedAtty. Dkt. No. GENH-56224drone 130 or other data collection means, as well as existing data repositories or on-site personnel.

[0028] With reference to FIG. 2, water flows from an upstream portion of the water source at the upper level 210, over, around, or through a natural or man-made structure (e.g., a dam structure, a check structure, or a structure which may or may not impound water) 240, and into a downstream portion or reservoir at the lower level 220. This flow represents the environmental condition that the modular hydroelectric power generation system is designed to utilize without requiring significant site alterations. FIG. 2 demonstrates the system’s adaptability to diverse hydrological settings, as the modular hydroelectric power generation system is scalable to various water source head heights and water flow characteristics. It will be appreciated that the water drop can be naturally occurring, and that systems according to the invention can be employed in such locations.

[0029] FIG. 3 depicts an exemplary container 300 that houses assemblies and related components of a modular hydroelectric power generation system, allowing the same to be transported to a water source. Containers of components can be prepositioned for rapid deployment at remote or disaster-stricken locations. The container 300 facilitates rapid deployment and adaptability by enabling on-site assembly of the modular hydroelectric power generation system without significant site development (e.g., special roadways, permanent structures, poured concrete, and the like). As used herein, poured concrete refers to concrete that is prepared in bulk and transported in a wet state to an installation site, where it is poured in place, and does not include dry concrete mixtures that are mixed with water in batches at the installation site. Some of the components of the system, for example siphon conduits, can optionally be acquired at or near the location.

[0030] The exemplary container 300 has a reinforced structure to store and protect the system’s modular assemblies and related components during transit and may conform to standard shipping container dimensions for conventional transportation. Alternatively, it may be modified for specialized transport, such as by helicopter.

[0031] Inside the container 300, modular assemblies and related components are systematically organized and secured (e.g., on pallets). Depending on the location andAtty. Dkt. No. GENH-56224installation requirements, these assemblies and related components may include at least one of a packaged siphon assembly 310, a packaged rotor assembly 320, a packaged generator assembly 330 including a generator unit, power conditioning equipment, and active passive / cooling equipment, and a packaged control system 340. Typically, the container 300 includes each of these items. The container 300 may also include compartments for tools 350 and installation accessories like couplings, mounting brackets, to assist assembly and setup. In addition, the container 300 may house a packaged data repository 360, at least one communication module 370 to support system operations, and support assemblies and / or anchoring components 380.

[0032] To enable on-site functionality, the container 300 may be equipped with a fold-out staging area 390a that offers a sheltered workspace for system assembly. Quick-connect fittings and assembly features may be used to reduce setup or deconstruction time and lower technical complexity, making the modular hydroelectric power generation system suitable for deployment and redeployment in various environments. These may include remote water sources or disaster zones where standard construction methods are impractical due to limited infrastructure - although any suitable water source can be considered.

[0033] In certain embodiments, the container 300 may also be outfitted with extendable support structures (e.g., pipes) 390b and attachments that extend beyond its standard dimensions. For instance, pipes 390b at the corners of the container 300 can act similarly to electric poles to suspend wires that connect into the distribution grid. One or more side walls of the container 300 can include a hinged or telescoping wall extension 390c to facilitate preassembly of assemblies on land, which can then be transported by at least one drone if necessary. Moreover, a packaged support assembly 394 can be stored in a compact form within the container 300 and deployed on-site. This packaged support assembly 394 avoids reliance on large concrete blocks or other invasive supports, further simplifying deployment of the modular hydroelectric power generation system.

[0034] Proper temperature regulation within the container 300 can be accomplished via passive or active heating and cooling systems 390d, such as compressed air canisters used in conjunction with vortex tubes that convert compressed air into hot andAtty. Dkt. No. GENH-56224cold airflow, thereby preserving sensitive electronics. Additionally, the container 300 may be designed to incorporate changeable wheel configurations, either directly attached or mounted via an intermediate wheeled platform. Such variations can include hitch mechanisms, enabling the container 300 to be easily coupled to different vehicles for simpler transportation and positioning at a chosen deployment site.

[0035] The container 300 is merely an example illustrating possibilities for transporting and deploying the modular hydroelectric power generation system, enabling installation, operation, and redeployment without major construction equipment, specialized transport permits, or significant site modifications. One advantage of the present invention is that it is generally not necessary to use poured concrete to install the system. Poured concrete is required in traditional hydroelectric generation systems, which requires that the approach to the location be capable of supporting large vehicles, which increases construction complexity and potential damage to the environment, all of which is avoidable in accordance with the present invention. It should be appreciated that more than one container 300 may be used for transporting the modular hydroelectric power generation components. And while the container 300 may facilitate organization and transport, the system is designed for adaptability and deployment through various means suitable for the installation environment. Regardless of the transport method, the system enables quick setup and operation in varying environments. Thus, while the container 300 provides one transport option, one of the system’s novelty lies in its ease of customizable deployment, operation, relocation, and redeployment with minimal logistical and regulatory burden.

[0036] FIG. 4a illustrates, as the support assembly 394, an exemplary stadium wire system 400a with an integrated pulley mechanism 410a, facilitating the positioning of the siphon assembly 310 over a water feature or drop of the water source having a man-made structure 240 (e.g., a dam). The stadium wire system 400a demonstrates how modular hydroelectric power generation components can be deployed flexibly and with minimal environmental impact. It further illustrates an approach by which the modular hydroelectric power generation system may be implemented without directly contacting the man-made structure 240 and the upstream crest or leading edge of theAtty. Dkt. No. GENH-56224water drop, thereby enabling immediate on-site assembly without additional zoning or permitting

[0037] As shown, a plurality of flow conduits or siphon pipes 312 of the siphon assembly 310 can be coupled together by, for example, an exoskeleton 440. The exoskeleton 440 can include specialized joints that handle translational and angular degrees of freedom, allowing alignment of the siphon pipes 312. Bracket couplings of the exoskeleton 440 can attach around the siphon pipes 312 themselves or onto continuous brackets mounted to the siphon pipes 312, enabling each siphon pipe or bracket node to serve as a connection point for trusses, such that the exoskeleton 440 comprises a bracket-joint-truss framework.

[0038] The siphon assembly 310 can be suspended over the man-made structure 240 of the water source using tensioned wires 410b of the stadium wire system 400a anchored to fixed points of support structures 410c on opposite sides of the water source as shown in FIG. 4a. The exoskeleton 440 described above, or similar connecting structure, attaches to the siphon pipes 312 and, if applicable, links to an external support system of the support assembly 394 (e.g., a stadium wire or spaceframe), allowing sufficient play to accommodate shifts while preventing excessive movement that might disrupt operation.

[0039] The stadium wire system 400a includes the tensioned wires 410b anchored to the support structures 410c on either side of the water feature. These tensioned wires 410b are designed to support the siphon assembly 310 and endure environmental forces such as wind or water turbulence that might otherwise displace the siphon assembly 310. The support structures 410c of the stadium wire system 400a may be configured as non-invasive, utilizing existing structures, floating platforms, or ground installations to minimize environmental impact.

[0040] The pulley mechanism 410a allows at least one of horizontal and vertical adjustments of the siphon assembly 310. By using the pulley mechanism 410a, the intake end of the siphon assembly can be positioned to maximize water flow capture from the upstream portion of the water source. The pulley mechanism 410a may include manual or motorized controls, facilitating both remote and on-site adjustments during installation or operation.Atty. Dkt. No. GENH-56224

[0041] Alternative embodiments of the exemplary support assembly 394 are illustrated in FIGS. 4b - 4f, where each exemplary support assembly 394 does not come into contact with the man-made structure 240. FIG. 4b depicts an exemplary post support assembly 420 including at least one upwardly extending post 420a, at least one outwardly extending beam 420b, and wiring 420c configured for maintaining the siphon assembly’s 310 position above the man-made structure 240. The post support assembly can be a static system or, more preferably, can be an active system that is operated much like a crane, with components of the system being assembled on a bank adjacent to the man-made structure and then swung into position over the structure.

[0042] FIG. 4c depicts an exemplary flotation module 450 that is secured or anchored on the water source using guy wires 450a. Supports are provided on the flotation module for maintaining the siphon assembly’s 310 position above the manmade structure 240..

[0043] FIG. 4d depicts an exemplary spaceframe assembly 470 to which the siphon assembly 310 can be secured. The spaceframe assembly 470 can be foldable (e.g., an origami-like mechanism), and can be rigidly secured using fastening members (e.g., nuts, bolts, or merrow joints) at beam connection points. In FIG. 4d, the spaceframe assembly 470 is cantilevered, where the siphon pipes 312 are mounted to the spaceframe assembly 470 using the bracket-joint-truss framework (not shown). In this configuration, the weight of the cantilevered spaceframe 470 is supported by the container 300. However, the weight can also be supported by alternative means, depending on site-specific requirements. In this exemplary embodiment, the support assembly is located on one bank adjacent to the man-made structure.

[0044] In FIG. 4e, the spaceframe assembly 470 is not cantilevered but extends fully across the water source from one bank to an opposing bank, fully spanning and positioned above the water source, with siphon pipes 312 mounted to the spaceframe assembly 470 via, for example, the bracket-joint-truss framework of the exoskeleton 440 (not shown). This embodiment is particularly suitable for use where it is likely that additional units may need to be added in the future (e.g., due to predicted increases in electrical demand or increased water flow).Atty. Dkt. No. GENH-56224

[0045] In FIG. 4f, the siphon assembly 310 is secured along a bank of the water source using a pinning structure 460, which can be adapted to accommodate various structural layouts of the siphon assembly 310. This approach allows the siphon assembly 310 to be positioned on or near the ground around or alongside the manmade structure 240 without contacting the man-made structure 240. The use of a pinning structure is also suitable for installing systems on natural structures that produce a water source head height.

[0046] FIG. 5 illustrates a side schematic sectional view of the siphon assembly 310 positioned above the man-made structure 240, depicting its integration within the modular hydroelectric power generation system. The siphon assembly 310 is supported and positioned by, for example, the stadium wire system 400a, as described in relation to FIG. 4a (it will be appreciated that other support assemblies could be used). This arrangement avoids significant site development (e.g., roadways, permanent structures, poured concrete, and the like) and any direct contact with the man-made structure 240 (e.g., dam structure) of the water source.

[0047] The siphon assembly 310 includes an intake end 510, the flow conduit 312, and a discharge end 530. The intake end 510 is submerged in an upper water location, such as a reservoir or river upstream of the man-made structure 240. In some embodiments, the siphon assembly includes extensions, which allow for adjustment of the depth of the intake relative to the upper water location. Water passes through the flow conduit 312 to the discharge end 530. The discharge end 530 releases water into the rotor assembly 320, which is operably connected to the generator assembly 330. The rotor assembly 320 and the generator assembly 330 may be supported by at least one floatation module 450 at a lower water location of the water source. The intake end 510 is configured to optimize water inflow while preventing debris and aquatic life ingress, using a protective mesh or self-cleaning intake. To minimize turbulence, the intake end 510 is flexibly, adjustably positioned at a depth determined via site-specific surveys. The flow conduit 312 and the discharge end 530 may similarly be constructed from flexible materials. Preferably, the siphon assembly comprises a plurality of individual siphons, which deliver water to a manifold which directs and concentrates their combined flows to a rotor assembly.Atty. Dkt. No. GENH-56224

[0048] FIG. 6 provides a top-down (plan) view of an exemplary stadium wire system 400a (e.g., as shown in Fig. 4a) supporting the siphon assembly 310 above the manmade structure 240 described in FIG. 5. This illustration shows how the modular hydroelectric power generation system can be deployed using the components brought to the water source on day one, enabling on-site customization to accommodate varying conditions - from relatively small head heights (e.g., about 20 feet / 6 meters) to relatively larger head heights (e.g., about 60 feet / - 18 meters) - using the modular components described herein. The stadium wire system 400a may include the network of tensioned wires 410b anchored to the support structures 410c (e.g., existing infrastructure, ground stakes, or custom supports). Arranged in a crisscross or grid pattern, these wires create a platform for suspending the siphon assembly 310 over the man-made structure 240. In this embodiment, the siphon assembly 310 includes one or more siphon pipes 312 (e.g., six), which can be configured in modular sections and secured to the stadium wire system 400a via the adjustable pulley mechanisms 410a. These pulley mechanisms enable submersion of the intake end 510 in the upstream portion of the water source, drawing water over the man-made structure 240. To accommodate varying flow rates, the intake end 510 may be fitted with interchangeable openings or intake adaptors, included amongst the components, allowing for adjustable water inflow that enables calculated hydraulic intake to deliver the appropriate torque to the rotor assembly 320. Once drawn through the siphon pipes 312, water can be merged via a manifold 475 of the rotor assembly 320, where it is directed toward at least one rotor within the rotor assembly 320 for kinetic energy extraction. Additionally, by adjusting the pulley mechanisms 410a, the siphon assembly 310 can be positioned dynamically in both horizontal and vertical directions, enabling continuous operation despite fluctuating water levels, shifting debris, or seasonal variations.

[0049] One of the advantages of a system according to the invention is that the same components can be utilized in a variety of different environments or applications. For example, the same single unit (comprising a plurality of siphons as part of a siphon assembly, rotor assembly and generator assembly) can be utilized to produce electricity at locations where the head height is anywhere within the range of from about 20 feet (~6m) to about 60 feet (~18 m) to produce, depending upon flow, electricity in the rangeAtty. Dkt. No. GENH-56224of from about 20 kW to about 100 kW. By selecting the number of modular hydroelectric power generation units to be included in the system, operators can configure the system immediately to match the power generation needs of the location. The components for assembling the units can be delivered to the site for customized on-site assembly while minimizing logistical complexities and avoiding the need for specialized permits. Furthermore, as conditions change, additional units can be added to or removed from the system.

[0050] FIG. 7 depicts a schematic perspective view of a portion of a hydroelectric power generation system, illustrating integration with a data and communication device 810 of the communication module 370 that is communicatively coupled to the control system 340. The data and communication device 810 is configured to receive, collect, and relay operational and environmental data to a central data center 812. Additionally, the control system 340 may be configured to perform these same data-receiving, collecting, and relaying functions, as well as to store such data in a memory or comparable data repository. This embodiment underscores the dual functionality of the system: energy generation and real-time monitoring for improved operational efficiency and environmental compliance.

[0051] Electricity generated by the modular hydroelectric power generation system may be transmitted via an out-feed line 900, which also connects to the control system 340 and the data and communication device 810. The data and communication device 810 may include sensors and communication modules configured to track parameters such as flow rates, siphon pressure, turbine speed, electrical output, and temperature variations across fluid regions, thereby simplifying full system health monitoring. The system can also monitor environmental conditions such as water temperature, turbidity, dissolved oxygen, ambient weather, etc. Additionally, the data and communication device 810 evaluates structural integrity by monitoring vibration, stress, and wear on system components.

[0052] Preferably, the collected data is processed and sent to the central data center 812 through wireless or wired communication, enabling operators to monitor and control the system in real time. This capability provides increased performance and response to anomalies or environmental concerns. In certain embodiments, the data andAtty. Dkt. No. GENH-56224communication device 810 supports edge computing, allowing local data analysis and automated adjustments. For example, the data and communication device 810 can regulate rotor speed of the rotor assembly 320, reposition the siphon assembly 310, or issue alerts for detected debris or low water levels, working in conjunction with the control system 340. Additionally, the electricity generated by the modular hydroelectric power generation system can be used to power its own operations and can also be routed to a local electrical pole 816 or similar infrastructure, such as batteries or other storage systems, for localized power distribution.

[0053] Because of its modular design and the integration of the data / communication device 810, the hydroelectric power generation system is particularly well suited for water sources located in remote or disaster-stricken regions where reliable data monitoring is critical. In essence, the modular hydroelectric power generation system functions as both an energy generator and an information-gathering platform, fostering sustainable resource management.

[0054] FIG. 8a depicts an exemplary configuration of a plurality of modular hydroelectric power generation units, forming a microgrid that can be combined to create an enhanced modular hydroelectric power generation system. FIG. 8a shows five grouped downstream units (810a, 810b, 810c, 81 Od, 81 Oe) placed near a dam overflow to capitalize on high-flow regions for increased energy extraction. Additionally, seven upstream units (820a, 820b, 820c, 820d, 820e, 820f, 820g) are distributed along natural water drops on tributaries converging into the same dam overflow, showcasing an interconnected microgrid design.

[0055] The five grouped units (810a - 81 Oe) near the dam overflow illustrate the modular hydroelectric power generation system’s capacity to harness high-flow regions for maximum energy conversion. In this illustrative example, each of the five units is capable of generating electricity in the range of from about 20 kW to 100 kW. Thus, the illustrative system would be capable of generating up to 500 kW (100 kWx 5 = 500 kW). Additional units could be added to the system to generate additional electricity if the flow would support it, and units could be removed from the system if flow conditions changed. In the illustrated embodiment the driving factor is a change in flow or generation capacity. But the change could also be due to a change in energyAtty. Dkt. No. GENH-56224requirements (or a combination of the two). Each unit includes the siphon assembly 310 operationally coupled to the rotor assembly 320 and the generator assembly 330, with each generator assembly 330 connected to a data and communication device 800 and an electrical out-feed line 814. Their proximity enables collective optimization of power output, yet each unit remains individually operable and adjustable.

[0056] The seven upstream units (820a - 820g) can be placed at points along tributaries, leveraging available head heights and flows. This interconnected approach permits synchronized operation across the drainage basin, maximizing resource utilization.

[0057] Each unit (810a - 81 Oe, 820a - 820g) features wireless communication capabilities for real-time data transmission to a central data center, as discussed previously. This communication network supports dynamic microgrid optimization. FIG.8 also highlights the system’s scalability and adaptability, since the number of units in the microgrid is not fixed and can be aligned with water source capacity.

[0058] FIGS. 8b - 8e illustrate an exemplary timeline for the deployment, expansion, and eventual redeployment of a modular hydroelectric power generation system at different water sources over a period of time, in accordance with an embodiment of the present disclosure.

[0059] FIG. 8b shows “Day 1” at a first water source, which is for example located at the water drainage basin 110 shown in FIG. 1 , where two modular hydroelectric power generation units 810a and 810b are installed. The number of units reflects the existing flow conditions of the first water source and immediate power needs. FIG. 8c depicts the first water source after a period of operation (e.g., two years), during which water flow has increased - due to, for example, upstream modifications, shifting precipitation patterns, or the removal of obstructions. To capitalize on the higher flow rates, two additional modular hydroelectric power generation units 810c and 81 Od have been installed alongside the original units 810a and 810b.

[0060] FIGS. 8d and 8e show a subsequent period (e.g. about five years later) when climate related or other factors reduce water flow at the first water source. In this scenario, the modular hydroelectric power generation units 810a - 81 Od of the system may be disassembled, packaged, and transported - using, for example, at least oneAtty. Dkt. No. GENH-56224container 300 - to an alternative water source (e.g., a second water source 1100 located at, for example, another water drainage basin) with more favorable flow conditions for redeployment. This potential for redeployment captures the modular hydroelectric power generation system’s flexibility: it can be relocated and deployed with minimal permitting requirements, without major construction equipment, and with a low logistical footprint. As a result, the modular hydroelectric power generation system readily adapts to evolving environmental, economic, or operational conditions without incurring the costs and complexities associated with traditional hydroelectric infrastructure. It will be appreciated that only some, but not all, of the units of the system can be removed and also that the removed units can be installed as additive units (or replacement units) at a second existing site rather than being installed at a new site.

[0061] FIG. 9 shows an exemplary portfolio of geographically dispersed hydroelectric energy systems integrated with monitoring stations to predict short-term (approximately <7 days), mid-term (approximately >7 to <90 days), and long-term (approximately >90 days) weather and water flow fluctuations. Each system, strategically placed across various watersheds, collects data on water flow rates, reservoir levels, precipitation, and temperature using sensors.

[0062] The data may be sent to a centralized processing center, where machine learning models deliver actionable forecasts. Short-term predictions may guide immediate operational changes - such as adjusting turbine speeds or water flow allocations - while mid-term forecasts may inform maintenance scheduling, energy distribution, and resource management. Long-term insights may guide strategic decisions, including infrastructure updates and climate-adaptation strategies, or the redeployment of existing systems as conditions evolve.

[0063] FIG. 10 is a schematic perspective view of portions of a manifold 475 for coupling to a siphon assembly, a rotor assembly 320, and covering 495 of gearing for coupling to a generator assembly in accordance with a preferred embodiment of the disclosure. As depicted in FIG. 10, the manifold includes openings 485 for coupling to the discharge ends of seven individual siphons of a siphon assembly. The manifold 475 unifies the incoming water flows into a single discharge stream. The manifold 475 mayAtty. Dkt. No. GENH-56224further include a nozzle configured to focus and accelerate the combined flow through the rotor assembly 320, thereby improving power production efficiency. The rotor assembly 320 includes a water wheel rotor 860 provided on the shaft 322 that rotates as a result of water exiting the manifold 475. The water wheel rotor 860 is mechanically coupled to the generator assembly via gearing to convert the water wheel rotor’s 860 mechanical energy into electrical energy.

[0064] Each discharge end 530 of a siphon is connected to the manifold 475 via flanged couplings or quick-release clamps, ensuring secure, watertight junctions. By merging the seven individual inflows into one nozzle directed outflow, the manifold / nozzle portion of the rotor assembly 320 concentrates water velocity and direction onto the water wheel rotor 860. In some embodiments, the manifold 475 may incorporate internal baffles or diffuser elements to regulate fluid velocity and reduce turbulence, further enhancing efficiency. With the water wheel rotor 860 in FIG. 10, the rotor assembly 320 occupies a compact footprint and facilitates ease of maintenance, as few components need to be serviced or replaced over the lifespan of the modular hydroelectric power generation system. Again, it should be appreciated that the seven siphon discharge ends 530 are by way of example, and more or less can be used depending on the desired power output, the available head height and flow rate at a given water source.

[0065] FIG. 11 is a schematic sectional view of portions of a siphon assembly, a rotor assembly, and a generator assembly, illustrating an alternative approach to scaling and customizing a modular hydroelectric power generation system. FIG. 11 shows two discharge ends 530 of a siphon assembly 310 configured to feed into a rotor assembly 320 that includes two individual rotors 850 positioned along a shared shaft 322. In this embodiment, the number and arrangement of the siphon pipes 312 may be adjusted to accommodate multiple rotors 850 in a chained (series) configuration, depending on the available head height and flow rate at a given water source. Although not shown, the rotor assembly 320 includes discharge ports for releasing water fed into the rotor assembly 320 by the siphon assembly 310. These discharge ports can be adapted or modified - such as by changing their number, size, shape, or orientation, or by adding additional outflow pipes operatively connected to the rotor assembly 320 - to facilitateAtty. Dkt. No. GENH-56224returning water from the rotor assembly 320 back into a downstream portion of the water source.

[0066] In one embodiment, a site may utilize a single siphon assembly 310 with multiple siphon pipes 312 channeling water to a rotor assembly 320 that includes a single shaft 322 supporting multiple rotors 850. Such a setup can be tailored to generate sufficient torque for an associated generator assembly 330. When lower head heights or flow rates are encountered, the siphon pipes 312 and rotors 850 can be scaled to maintain efficient energy extraction.

[0067] For example, scaling the modular hydroelectric power generation system upward may involve adding additional rotors 850 to the existing shaft 322 within a single rotor assembly 320, installing multiple siphon assemblies 310 in parallel, and / or incorporating additional shafts 322 to accommodate increased flow and power generation capacity. An initial installation may begin with a single siphon assembly 310, while subsequent expansions can integrate additional siphon assemblies 310 and rotor assemblies 320 - whether on shared or independent shafts 322. These expansions may be implemented without requiring significant modifications to the underlying system architecture and site infrastructure.

[0068] Regardless of scale, FIG. 11 illustrates, for example, that all implementations rely on the siphon assembly 310 to channel water from an upstream portion of a water source to a downstream portion, and on the rotors 850, which are mounted on one or more shafts 322 and mechanically coupled to the generator assembly 330. By adjusting the number and arrangement of these components, the hydroelectric power generation system can be tailored to achieve a target power output (in kW) for the specific water source, taking into account variations in head height and hydrodynamic conditions. Moreover, the various support assemblies described herein can be configured to provide additional structural support at the installation site, including integration with existing infrastructure as needed.

[0069] In one exemplary approach, the modular hydroelectric power generation system includes several sub-assemblies designed to convert or enhance the power of water flowing through it. First is the flow conduit 312, which may include integrated nozzles channeling fluid from the intake end down 510 to the discharge end 530. TheAtty. Dkt. No. GENH-56224flow conduit 312 assists in converting the potential energy of water into kinetic energy through carefully sized piping. Slight interior adjustable protrusions within the flow conduit 312 can form boundary layers that snap laminar flow to the pipe wall, improving flow efficiency. Material choices may vary based on supply-chain logistics and cost considerations.

[0070] Assembly of the flow conduit 312 may be facilitated by standard flexible joints, such as off-the-shelf couplings that are tightened around pipe openings. These couplings may be secured using screws or water-resistant adhesives. In some embodiments, pipes may slot into nozzle holders or joints equipped with rubber gaskets to prevent leaks under varying pressure conditions. An upstream flotation module, which may be hydrofoil-shaped, pivots around the pipe entrance via pins and bearings to deflect debris and protect the siphon intake. Filters or racks may be positioned at the intake to block fish or particles. The flow conduit 312 serves as the primary water channel and may be constructed from high-density polyethylene or reinforced PVC. The interior of the flow conduit 312 may feature a low-friction surface that promotes smooth water flow.

[0071] Preferably, the siphon assembly 310 operatively connects to the rotor assembly 320 through standardized mechanical or piping couplings, such as flanges, compression fittings, quick-release clamps, or other commercially available interfaces that ensure a reliable, watertight seal. In some embodiments, universal flange patterns are employed, allowing replacement parts or supplemental modules to be sourced off-the-shelf. The rotors 850 in the rotor assembly 320 may be attached to the shaft 322 via mechanical fasteners or magnetic couplings, while the shaft 322, in turn, is linked to a generator of the generator assembly 330 through keyed or locked connectors. The generator, housed within a protective enclosure, can then be interfaced with standard electrical components - such as switchgear, DC-AC inverters, or transformers - for grid compatibility. By relying on common industrial standards and readily available components, the overall system remains easier to assemble, maintain, and scale, all while reducing costs and expediting deployment.

[0072] In relation to both FIGS. 10 and 11, the basic configurations exemplified in FIGS. 10 and 11 are aimed at generating power outputs ranging from approximately 20Atty. Dkt. No. GENH-56224kW to 100 kW, depending on site specific factors such as water flow and head height. This broad operational envelope is possible to adjustable gearing, variable-speed transmission options, and the adaptable nature of the generator assembly 330. Where site conditions permit - or when operational demands increase - multiple units can be installed side by side to sum their outputs for greater total generation capacity.Conversely, if water availability wanes or energy needs drop, any number of units can be uncoupled and redeployed elsewhere. Because these units share a substantially uniform design, they can be readily swapped among different installation configurations, forming new standalone systems or augmenting existing ones. This modular approach provides a high degree of adaptability and resilience, enabling rapid deployment and redeployment amongst evolving environmental conditions, project requirements, or market demands.

[0073] FIG. 12 is a flowchart depicting an exemplary method for installing a hydroelectric power generation system, in accordance with an embodiment of the disclosure. The method 1000 begins with packaging 1005 all critical assemblies and related components into, for example, pallets and placing them in at least one container 300. Each pallet contains a specific subset of materials. For example, a first pallet may include a primary module housing the rotor assembly 320 and lower framework, potentially including flotation elements for system stabilization in or around the water. A second pallet may contain modular pipes for the siphon assembly 310, such as an up-leg, apogee, and down-leg sections, along with their connectors. A third pallet may include electrical conditioning systems configured to interface with the generator assembly 330 and, optionally, installed within the container 300. Depending on logistical considerations, multiple containers 300 can be used to distribute the load, and additional pallets may be required for larger systems.

[0074] Upon arriving at the selected water source (e.g., first water source) via transportation 1010, the container 300 is positioned in a location accessible to personnel. The pallets are then unloaded 1015, and on-site teams organize the assemblies and components for assembly. If the electrical conditioning components are not pre-installed in the container 300, they are mounted on or near the container based on available space and the desired system layout. Site preparation, such as setting upAtty. Dkt. No. GENH-56224temporary work platforms or anchoring points on the banks, is performed to ensure stability for subsequent installation steps.

[0075] Once the assemblies and related components are prepared, the system is deployed 1020 based on the dam’s geometry and the chosen stabilization method for the system. In one approach, a series of flotation modules create a continuous or segmented platform across the dam’s top and bottom, allowing personnel to freely position the up-leg, apogee, and down-leg pipe segments and attach an exoskeleton if required. In another approach, siphon pipes 312 are laid out and secured to the dam’s banks using anchored mounts or “horse saddles” for the apogee, while flotation modules stabilize the system primarily at the bottom. Siphon pipe 312 configurations, such as bundled, stacked, or converging into a larger conduit, may be selected based on site constraints and flow requirements. In a third approach, a cantilevered spaceframe is assembled at or near the dam bank, extending outward to support the siphon at its apogee. The spaceframe’s weight can be supported by the container 300 or other means, and it can be retracted, left in place as part of an exoskeleton, or replaced after pipe installation. These deployment methods ensure the siphon assembly 310 is securely positioned to accommodate various environmental and structural conditions.

[0076] In all approaches, the external support structure is designed to tolerate dynamic loads from water flow, wind, and other environmental forces. Connection points may use pins with multiple degrees of freedom, along with damping or spring elements to absorb sudden velocity changes or turbulence. Installation crews may align color-coded pipe joints to interface the up-leg, apogee, and down-leg segments of the siphon assembly 310. Depending on the chosen assembly method, the down-leg may be installed first, followed by the apogee and up-leg, or simultaneous assembly from both ends of the dam may be performed to ensure alignment. Throughout the process, the container 300 serves as an operational hub and logistics center, housing tools, electrical equipment, and data modules.

[0077] Alternatively, the siphon pipes 312 can be fully pre-assembled on land using the container 300 as a stable platform. This unibody configuration can then be transported by heavy-lift drones to the dam’s top, where personnel stationed atAtty. Dkt. No. GENH-56224upstream and downstream flotation platforms or dam banks secure the module and connect it to any remaining segments.

[0078] After all components are aligned, the siphon assembly 310, the rotor assembly 320, and the generator assembly 330 are operatively coupled 1025 to facilitate the extraction of kinetic energy from water flowing through the siphon assembly 310 to the rotor assembly 320. The control system 340 is activated 1030 to monitor and regulate the operation of the siphon assembly, rotor assembly, support assembly, and generator assembly. The siphon pipe 312 is primed as needed, and the rotor assembly 320 and generator assembly 330 are tested. Upon successful testing, the system becomes operational, providing renewable energy with minimal environmental disruption.

[0079] Fig. 13a is a schematic side view of a siphon pipe 312 being inserted (in the direction of the arrow) through one or more mounting tubes 31 provided on a support assembly 480 (i.e. , a gantry) that extends above a structure 240 separating an upper side 210 from a lower side 220. An installation tension cable 318 is attached to a distal end 319 of the siphon(s) and is held in position via a winch 317. The siphons include a hinge 321 , which permits the siphons bend downwardly under the control of the winch to allow for coupling to the openings of the manifold 475 of the rotor assembly as shown in Fig. 13b.

[0080] Fig. 14a is a schematic side view of a first siphon section 322 inserted through the tubes 314 provided on the gantry 420. In this embodiment, a second siphon section 324 of the siphon is brought to the hinge 321 via the winch 317 to allow for coupling. Fig. 14b shows the sections of siphons after they have been connected to each other and to the openings in the manifold 475.

[0081] It will be appreciated that multiple winches and tension cables can be utilized, as needed (i.e., tension cables such as shown in Fig. 13a and 13b can be utilized simultaneously with tension cables such as shown in Figs. 14a and 14b). Once the siphons are full connected to the rotor assembly, the tension cables and winch can remain in place or be removed, if desired.

[0082] Through this installation process, the hydroelectric power generation system can be deployed in no more than one year, more preferably in less than six months,Atty. Dkt. No. GENH-56224more preferably in less than three months from the first component of the hydroelectric power generation system is delivered to the water source to the time the hydroelectric power generation system generates electricity. This is a substantial advantage over conventional systems, which can take several years to install and start up.

[0083] Furthermore, the hydroelectric power generation system may be disassembled 1035 from the first water source, repackaged 1040 in the at least one container 300 for transport 1045 to an alternative water source (e.g., second water source), and upon arrival, unloaded and reinstalled 1050 at the second water source 1100.

[0084] Additional advantages and modifications will be apparent to those skilled in the art. Accordingly, the invention is not limited to the specific details or illustrative examples provided herein. Various modifications may be made without departing from the spirit or scope of the general concept. The described subject matter may be realized as a method, system, or article of manufacture using standard engineering approaches. The term “article of manufacture” encompasses any hardware or software component accessible from a computer-readable device or media. It will also be appreciated that the features and functionalities described herein may be combined in different ways to achieve various objectives.

Claims

Atty. Dkt. No. GENH-56224CLAIMS:

1. A method of installing and operating a first modular hydroelectric power generation system at a first water source provided with a first structure that produces a first water source head height, the first structure being a man-made structure that produces the first water source head height, the method comprising:packaging a plurality of components for forming one or more of a siphon assembly, a rotor assembly, a support assembly, a generator assembly, and a control system within one or more containers for transport to the first water source, the siphon assembly, when assembled, having an intake end, a discharge end, and a flow conduit extending therebetween; transporting the one or more containers containing the components to the first water source without altering existing roadways and / or exceeding established size and / or weight restrictions on such roadways; when at the first water source, unloading the components from the one or more containers;positioning the assembled siphon assembly such that the intake end is submerged in an upstream portion of the first water source and the discharge end is directed toward a downstream portion of the first water source and such that the assembled siphon assembly is positionally supported by the support assembly relative to the first water source; operatively coupling the rotor assembly to the generator assembly to facilitate extraction of kinetic energy from water flowing from the siphon assembly into the rotor assembly; andactivating the control system to monitor and regulate operation of the siphon assembly, the rotor assembly, the support assembly, and the generator assembly, thereby converting kinetic energy of the water flowing through the siphon assembly to the rotor assembly into electrical energy; wherein no part of the first modular hydroelectric power generation system contacts the first structure.Atty. Dkt. No. GENH-562242. The method according to claim 1 , wherein the time between the start of the unloading step to the start of the activating step is less than one year.

3. The method according to claim 1 , wherein the time between the start of the unloading step to the start of the activating step is less than six months.

4. The method according to claim 1 , wherein the method further comprises: disassembling at least one of the plurality of components for forming one or more of the siphon assembly, the rotor assembly, the support assembly, the generator assembly and / or the control system from the first modular hydroelectric power generation system after a period of operation of the first modular hydroelectric power generation system at the first water source;packaging the at least one of the disassembled components within the one or more containers for transport;transporting the one or more containers containing the at least one of the disassembled components to a second water source provided with a second structure that produces a second water source head height, wherein the second structure is a man-made structure that produces the second water source head height after installation of the second structure; andwhen at the second water source, unloading and reinstalling at least some of the components of the siphon assembly, the rotor assembly, the support assembly, the generator assembly and / or the control system from the first modular hydroelectric power generation system as part of a second modular hydroelectric power generation system at the second water source.

5. The method according to claim 4, wherein the disassembling, packing, transporting, unloading and reinstalling steps are performed in response to a change in environmental conditions at the first water source.Atty. Dkt. No. GENH-562246. The method according to claim 4, wherein the disassembling, packing, transporting, unloading and reinstalling steps are performed in response to changing market conditions or energy requirements.

7. The method according to claim 1 , wherein the components packaged within the one or more containers are configured to be selectively assembled, disassembled, and / or reconfigured to adapt at least the siphon assembly, the rotor assembly, the support assembly, and the generator assembly to multiple operational layouts depending on a predetermined power output value associated with the first water source and / or one or more variations in the first water source head height, water flow conditions, and site-specific constraints associated with the first water source.

8. The method according to claim 1 , wherein the first hydroelectric power generation system is installed without the use of poured concrete.

9. The method according to claim 1 , further comprising:collecting site specific data prior to positioning the siphon assembly, wherein the site specific data is collected by at least one of a drone and another remote sensing device;analyzing the site specific data to identify a location for submerging the intake end of the siphon assembly in the upstream portion of the first water source; andpositioning the intake end of the siphon assembly at the location identified in the analyzing step.

10. The method according to claim 1 , wherein the support assembly includes a tensioned wire system configured to be positioned above the first water source, and the method including suspending the siphon assembly from the tensioned wire system.Atty. Dkt. No. GENH-5622411. The method according to claim 10, wherein the tensioned wire system includes a pulley mechanism, and wherein the method includes moving the siphon assembly with the pulley mechanism in a horizontal direction and / or a vertical direction relative to the first water source to position the intake end in a predetermined operating position.

12. The method according to claim 11 , wherein the method further comprises moving the siphon assembly with the pulley mechanism in the horizontal direction and / or the vertical direction relative to the first water source after operation of the first modular hydroelectric power generation system to move the intake end from the predetermined operating position to a subsequent operational position in response to a change in conditions of the first water source.

13. The method according to claim 1 , wherein the support assembly includes at least one floatation module, and the method includes positioning the at least one floatation module at the upstream portion or the downstream portion of the first water source, and supporting at least one of the intake end and the discharge end of the siphon assembly with the at least one floatation module.

14. The method according to claim 1, whereinthe support assembly includes a spaceframe, and the method includes positioning the spaceframe at or near the upstream portion of the first water source, and extending the spaceframe outward to support the siphon assembly, andthe method further includes securing the spaceframe such that the siphon assembly remains suspended above the first water source.

15. The method according to claim 14, including supporting a weight of the spaceframe with the one or more containers.

16. The method according to claim 1 , further comprising:Atty. Dkt. No. GENH-56224preassembling the siphon assembly and the rotor assembly, forming a preassembled arrangement; andtransporting the preassembled arrangement to the support assembly for securement to the support assembly.

17. The method according to claim 1 , including equipping the one or more containers with a fold-out staging area and height-extendable features, and performing on-site assembly at the fold-out staging area of at least one of the siphon assembly, the rotor assembly, the support assembly, the generator assembly, or the control system.

18. The method according to claim 1 , further comprising installing a data and communication device, operatively connecting the data and communication device to the control system, collecting operational data of the control system with the data and communication device, and transmitting the collected operational data from the data and communication device to a remote data center.

19. The method according to claim 1 , further comprising:installing a second modular hydroelectric power generation system at the first water source or at a different water source such that the second modular hydroelectric power generation is in communication with the first modular hydroelectric power generation system; andcoordinating operation of the first modular hydroelectric power generation system and the second modular hydroelectric power generation system to form an interconnected microgrid for collective energy production.

20. The method according to claim 1 , further comprising reconfiguring the first hydroelectric power generation system at the first water source in response to changing water flow dynamics.Atty. Dkt. No. GENH-5622421. The method according to claim 1 , further comprising scaling a size of the first modular hydroelectric power generation system based on the first water source head height and power generation requirements.

22. A modular hydroelectric power generation system for installation at a water source having a water source head height, comprising:a siphon assembly havingan intake end configured to be submerged in an upstream portion of the water source,a discharge end configured to release water into the rotor assembly, and a flow conduit extending between the intake end and the discharge end; a rotor assembly including a rotor positioned downstream relative to the siphon assembly, the rotor assembly configured to extract kinetic energy from the water released by the siphon assembly;a support assembly configured to positionally support the siphon assembly relative to the water source;a generator assembly operatively connected to the rotor assembly, the generator assembly configured to convert mechanical energy from the rotor into electrical energy;a control system configured to monitor and regulate operation of the siphon assembly, the rotor assembly, the support assembly, and the generator assembly; andat least one container configured to store and transport the siphon assembly, the rotor assembly, the support assembly, the generator assembly, and the control system, wherein the at least one container includes a reinforced structure for protecting modular components during transit and an interior configured for on-site assembly and housing of the control system during system operation.

23. The system according to claim 22, wherein the support assembly includes a tensioned wire system configured to suspend the siphon assembly above the waterAtty. Dkt. No. GENH-56224source, the tensioned wire system including at least one pulley mechanism for adjusting at least one of a vertical position and a horizontal position of the siphon assembly.

24. The system according to claim 22, wherein the siphon assembly is connected to at least one floatation module positioned at the upstream portion or the downstream portion of the water source, the at least one floatation module being configured to stabilize the intake end or the discharge end of the siphon assembly during operation or repositioning.

25. The system according to claim 22, further including a data and communication device operatively linked to the control system, the data and communication device configured to:collect operational data from at least one sensor located near the siphon assembly or the rotor assembly; andtransmit the operational data to a remote server or data center for performance monitoring and control of the control system.

26. The system according to claim 22, wherein the control system is configured to:receive environmental input from one or more sensors monitoring water flow rate or debris levels; andautomatically adjust at least one operational parameter of the siphon assembly and / or the rotor assembly in response to the environmental input.

27. The system according to claim 22, further including another modular hydroelectric power generation system, wherein the modular hydroelectric power generation system and the another modular hydroelectric power generation system are configured to be operatively connected to form an interconnected microgrid capable of coordinating energy production.

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