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Sriram Sagar Project

The Sri Ram Sagar Project (SRSP), also known as the Sriram Sagar Project, is a multipurpose river valley infrastructure comprising a composite dam and reservoir across the near Pochampad village in , , , designed to harness floodwaters for , drinking water supply, hydroelectric power generation, and flood moderation. Foundation stone laid on 26 July 1963 by Prime Minister , the project reached initial operational status in the late with first reservoir filling in 1983, featuring a gross storage capacity of 112 thousand million cubic feet (TMC) and live storage of approximately 90.6 TMC at full reservoir level. Stage I of the project utilizes three primary canals—Kakatiya (284 km main canal), (47 km), and Laxmi (3.5 km)—to deliver to a stabilized ayacut of 968,263 acres across , , , and adjacent districts, while also supplying industrial water to facilities like the thermal power plant and potable water to urban centers. Its 36 MW hydel powerhouse underscores its role in regional energy production, though ongoing —reducing live storage from an original by over 10% since 1994—poses challenges to long-term , as evidenced by empirical surveys. As the uppermost major storage on the Godavari in , SRSP has transformed arid and semi-arid landscapes into productive agricultural zones, supporting cash crops like and , yet it has been entangled in interstate water allocation disputes with downstream , resolved partially through awards emphasizing basin-wide utilization over politicized claims. Stage II extensions aim to expand coverage to additional drought-prone areas, though lags highlight and fiscal constraints inherent to large-scale hydraulic works.

Background and Planning

Conception and Initial Rationale

The concept for the Sriram Sagar Project, also known as the Pochampad or Khustapuram Project, originated in investigations conducted under the Nizam's rule in the of , aiming to harness approximately 227 thousand million cubic feet (TMC) of floodwaters from the upper for purposes. Post-independence, following the 1956 States Reorganisation Act that integrated the Telugu-speaking regions, the project was prioritized to address acute water shortages in the plateau, a rain-fed area with unreliable monsoons averaging 800-1000 mm annually but prone to droughts and crop failures. The initial rationale centered on diverting and storing Godavari waters to irrigate over 400,000 hectares in districts such as Nizamabad, , , , and , transforming subsistence farming on black cotton soils into stable agriculture through canal networks. This multipurpose initiative sought to mitigate flood losses downstream while providing to rural and urban areas afflicted by contamination and scarcity, fulfilling developmental commitments to the region amid perceived neglect post-merger. Formal occurred on July 26, 1963, when Prime Minister laid the foundation stone, underscoring national emphasis on river valley projects for self-sufficiency. Empirical assessments during planning highlighted the Godavari's untapped potential in its upper reaches, where annual inflows exceeded 1,000 TMC but largely escaped utilization due to lack of , justifying the project's design to capture surpluses for equitable distribution. Early feasibility emphasized cost-effective gravity canals over pumping, aligning with first-principles to maximize agricultural yields—projected at double-cropping and cash crops—without relying on downstream deltas dominated by Andhra interests.

Feasibility Studies and Approvals

The planning for the Sriram Sagar Project, initially proposed as the Pochampad Dam under the erstwhile , involved preliminary investigations dating back to the pre-independence period, with formal schemes submitted to the between 1942 and 1951 for utilizing waters at the site. Following the merger of into in 1956, the government advanced hydrological and engineering assessments, culminating in the project's inclusion in the Third Five Year Plan (1961–1966) as a multipurpose initiative. Approval was granted by the Planning Commission in 1964, after review of the detailed project proposals that emphasized irrigation potential for over 9.69 lakh acres in northern districts, alongside flood moderation and objectives. The concurred with the technical viability, clearing the storage configuration at a full level of 125.128 meters with 286 TMC . This paved the way for construction commencement, marked by Prime Minister laying the foundation stone on July 26, 1963. Subsequent phases, such as Stage II extensions, received administrative sanction from the in 2006 under G.O.Ms.No.35, with central support via the Accelerated Irrigation Benefits Programme. The , in its 1980 award, retrospectively endorsed the project's modified storage role to harness 66 TMC, subject to interstate allocations, without altering initial approvals.

Construction and Engineering

Timeline and Phases of Development

The foundation stone for the Sriram Sagar Project was laid on 26 July 1963 by then-Prime Minister , marking the formal initiation of construction activities across the near Pochampad village in , . Engineering works focused initially on the main structure, utilizing conventional materials such as dung lime and metal for stability in the region's terrain, with the process extending over approximately two decades due to technical challenges and resource constraints. Development proceeded in distinct stages, with Stage I encompassing the core dam impounding, reservoir formation, and primary canal systems—including the Kakatiya, Laxmi, and canals—to enable for roughly 969,000 acres (9.69 acres) utilizing up to 140 thousand million cubic feet (TMC) of water. This phase reached operational completion in 1977, allowing initial water releases and coverage starting in 1978 for about 25,000 acres, prioritizing drought-prone areas in northern districts such as Nizamabad, , , and . Stage , launched in April 2005, extends the infrastructure to stabilize and expand to an additional 440,000 acres through supplementary canals and components, drawing on 25 TMC of water, with full completion projected for March 2026 pending funding and execution progress. Ancillary elements, such as the Flood Flow Canal for excess water diversion to downstream reservoirs like , advanced to construction completion by July 2010, followed by operational trials and opening in August 2010 to mitigate flood risks and enhance water utilization efficiency. These phased expansions reflect adaptive engineering responses to hydrological variability and agricultural demands, though delays in Stage have been attributed to interstate water allocation disputes and fiscal priorities.

Key Design Features and Innovations

The Sriram Sagar Project features a composite dam structure comprising a central section and extensive earthen embankments, designed to harness the Godavari River's flow for multipurpose use including , , and generation. The , measuring 958 meters in length with a maximum height of 42.67 meters, incorporates a equipped with 42 radial gates (each 15.24 meters wide by 10.06 meters high) capable of discharging floods up to 45,307 cubic meters per second, enabling effective management of the basin's high sediment load and variability. The flanking earth dams extend 13.64 kilometers on either side, with a maximum height of 38 meters, providing across varied geological foundations while minimizing seepage through compacted impervious cores. The reservoir, with a full reservoir level at 332.537 meters and live storage of 90.58 thousand million cubic feet (TMC), supports a gross capacity of 112 TMC, optimized for seasonal storage to irrigate 968,263 acres via an integrated canal network. Key among these is the Kakatiya Main Canal, spanning 284 kilometers with a discharge capacity of 275 cubic meters per second, featuring lined sections to reduce water loss in permeable soils and branch canals like the Laxmi (3.5 km) and Saraswati (47 km) for targeted distribution. This design emphasizes gravity-fed conveyance over long distances, reducing operational costs compared to lift irrigation schemes prevalent in the region. Additionally, four 9 MW Kaplan turbine units integrated into the non-overflow masonry section generate 36 MW of hydropower, utilizing tailrace waters for efficient energy recovery without compromising irrigation releases. Notable engineering adaptations include river sluices (six vertical gates, 2.44 meters by 3.66 meters) positioned at the apron level to scour sediments and prevent formation upstream, addressing the Godavari's high rates documented at over 100 million cubic meters annually in early surveys. While not revolutionary, the project's scale—total length of 14.59 kilometers—and phased (initiated 1963, completed 1981) represented a significant advancement in hydraulic engineering for arid terrains, prioritizing durability against seismic activity (zone II) and foundation treatment via grouting in fractured .

Technical Specifications

Dam and Reservoir Details

The Sri Ram Sagar Dam, part of the Sriram Sagar Project, is a composite structure located across the near Pochampad village in , , approximately 5 km upstream from the stone bridge on the Hyderabad-Nagpur highway. It features a central section that functions as the , flanked by extensive earthen embankments to contain the . The portion measures 958 meters in length with a maximum height of 42.67 meters above the foundation, while the earthen sections extend approximately 13.64 to 14.46 kilometers in total length and reach a height of 38 meters. The is equipped with 42 radial gates, each 15.24 meters wide by 10.06 meters high, designed to discharge a maximum of 45,307 cubic meters per second. The associated has a gross storage capacity of 112 thousand million cubic feet (TMC), equivalent to 3,172 million cubic meters, with an original live storage of approximately 81 TMC and dead storage of 31 TMC, though operational live capacity is reported as 90.58 TMC in documents. The full level (FRL) is maintained at 332.54 meters (1,091 feet), submerging an area of 453 square kilometers at FRL, with a surface area of about 435 square kilometers. The 's spans 91,751 square kilometers, primarily within the Godavari .
FeatureSpecification
Dam TypeComposite ( gravity and earthen)
Maximum Height ()42.67 m
Maximum Height (earthen)38 m
Total Length~15.4 km
Spillway Gates42 radial gates
Gross Capacity112 TMC (3,172 MCM)
Live (original)~81 TMC (2,299 MCM)
Dead ~31 TMC (873 MCM)
Full Reservoir Level332.54 m
Submergence Area453 km²
91,751 km²

Canal Network and Irrigation Infrastructure

The canal network of the Sriram Sagar Project (SRSP) comprises multiple branches designed to distribute water from the reservoir for , primarily through gravity-fed systems originating from the dam's left and right banks. The primary conduit is the Kakatiya Main , a left-bank canal extending 284 km with a discharge capacity of 275 cubic meters per second (9,700 cusecs), intended to irrigate 369,000 hectares across districts including Nizamabad, , , and . This canal features an extensive system to localize water delivery, supporting both kharif and rabi cropping patterns with an original ayacut allocation of one-third wet and two-thirds dry crops.
Canal NameLength (km)Discharge (cumecs)Ayacut (ha)
Kakatiya Canal284275369,000
Laxmi Canal3.514.128,849
The right-bank infrastructure includes the Saraswati Canal (also known as Godavari North Canal), which serves northern command areas in with an ayacut of 35,735 hectares, focusing on drought-prone zones. Complementing these, the Laxmi Canal, a short auxiliary branch of 3.5 with 14.12 cumecs capacity, irrigates 8,849 hectares in localized pockets. The overall Stage-I network targets 9.69 acres (approximately 392,000 hectares) of gross irrigated area, incorporating minor distributaries and structures for equitable water release. To utilize flood flows, the SRSP Flood Flow Canal (FFC), a 122 km gravity canal with a 623 cumecs capacity, diverts excess water to additional commands, enabling irrigation of 2.2 lakh acres in Telangana's arid regions via connections to reservoirs like Mid Manair. Stage-II developments extended the Kakatiya Canal by 62 km (from km 284 to 346), adding 178,068 hectares through new excavation, lining, and 13 distributaries, enhancing coverage in Warangal, Khammam, and adjoining areas. These extensions incorporate modernization efforts, such as lining to reduce seepage and improve efficiency, though challenges like waterlogging from over-irrigation persist in some distributaries.

Operational Achievements

Irrigation Coverage and Agricultural Outputs

The Sriram Sagar Project, through its Stage-I canal network originating from the , is designed to irrigate 969,000 acres (approximately 392,000 hectares) across the districts of , Nizamabad, , , and in . This infrastructure utilizes a main extending over 200 kilometers with branches and distributaries to deliver for kharif and rabi seasons, primarily supporting cultivation alongside crops such as , , and pulses. Stage-II extends the Kakatiya from kilometer 284 to 346, targeting an additional 440,000 acres (178,068 hectares) in drought-prone areas of , , and districts, drawing on 24.405 thousand million cubic feet (TMC) of allocation. Operational data indicate that the project has achieved substantial irrigated coverage, contributing over 76% of the area irrigated by major projects in Telangana's Godavari Basin, though actual utilization often falls short of potential due to factors including uneven water distribution, seepage losses, and over-irrigation leading to waterlogging in parts of the command area. The system's reliance on Godavari River inflows, which total around 16.425 TMC for irrigation as per tribunal allocations, has enabled a marked expansion of cultivable land, with command areas showing increased crop intensity through double-cropping practices where water supplies permit. Agriculturally, the project has boosted outputs by facilitating reliable supply to previously rain-fed lands, resulting in higher of staple crops like and supporting economic growth in northern ; however, challenges such as chronic shortages in tail-end distributaries and climate-induced variability have limited overall productivity gains, with studies projecting potential reductions of 16-36% under future warming scenarios without adaptive measures. evaluations highlight that optimized planning could increase cropped area by up to 50% over baseline intensive approaches, emphasizing the need for improved use efficiency to maximize outputs.

Economic Contributions and Development Impacts

The Sriram Sagar Project has generated economic value primarily through the expansion of irrigated in Telangana's northern districts, creating an ultimate irrigation potential of approximately 680,000 hectares across its command area. This has enabled the stabilization of crop production in regions previously reliant on erratic monsoons, supporting cycles annually and shifting toward higher-yield staples like , which dominates the ayacut of over 968,000 acres under Stage I. Empirical assessments indicate that such infrastructure correlates with elevated cropland , as evidenced by command-area studies showing increased net returns from optimized allocation models yielding up to 2.49 billion rupees in simulated annual benefits. Agricultural outputs have risen due to reliable , with the project facilitating conjunctive use of surface and to enhance yields in districts including Nizamabad, , and . This has underpinned Telangana's rice production, a key driver of state agricultural GDP, by converting semi-arid tracts into productive zones and reducing yield variability from . Socio-economic analyses of beneficiary farmers report improved household incomes and asset accumulation, attributed to higher farm revenues from irrigated cash crops and reduced risk exposure. However, realization of full potential remains constrained by inefficiencies in water delivery, with performance evaluations noting suboptimal utilization rates below 70% in kharif seasons. Beyond direct farm gains, the project has spurred rural economic activity through ancillary effects, including in maintenance and agro-processing, while providing to en route habitations that supports population stability and local commerce. metrics, such as elevated gross irrigated area contributing to Telangana's agrarian base, underscore its role in fostering self-sufficiency, though long-term returns depend on addressing and over-extraction issues that erode storage capacity. Overall, causal links from expansion to output affirm the project's net positive on local economies, with benefit-cost frameworks in similar Godavari systems validating investments via sustained productivity uplifts.

Interstate Water Disputes

Godavari Water Disputes Tribunal Allocations

The (GWDT), constituted under the Inter-State Water Disputes Act, 1956, on 10 April 1969, adjudicated claims among , , , , and Orissa (now ) for equitable sharing of Godavari basin waters, considering existing uses, projected demands, and 75% dependable flow estimates of approximately 2,433 TMC. The tribunal's initial report was issued on 27 May 1976, with a further report leading to the final award notified on 7 July 1980, which allocated shares based on approved project utilizations rather than equal riparian rights alone. Andhra Pradesh's total allocation of 811 TMC supported multiple and projects, including the Sriram Sagar Project (Pochampad ), which the explicitly cleared for construction with a full level (FRL) of 1091 feet and maximum water level (MWL) of 1093 feet. The award permitted Andhra Pradesh to utilize the entire balance of inflows available to it downstream of upstream states' allocations, without restriction on ponding water beyond these levels during floods, provided no submergence occurred in neighboring states without consent. This effectively integrated the project's designed capacity—intended for irrigating about 1.03 million acres via its left and right bank canals—into the state's share, assuming hydrological inflows after deductions for upstream projects like those in . State-wise allocations under the GWDT award were as follows, reflecting approved consumptive uses at 75% dependability:
StateAllocation (TMC)
558
811
117
276
Orissa134
These shares totaled about 1,896 TMC, leaving surplus for potential future uses or environmental flows, though actual realizations for downstream projects like Sriram Sagar have varied due to upstream abstractions and variable monsoons, prompting later disputes over compliance. The tribunal emphasized that allocations were not absolute but subject to efficient use and non-wasteful practices, with provisions for review if new emerged.

Post-Telangana Bifurcation Conflicts

The bifurcation of Andhra Pradesh to form Telangana on June 2, 2014, placed the Sriram Sagar Project under Telangana's exclusive administrative control, as the dam and its primary command areas lie within the new state's boundaries. However, this shift exacerbated broader interstate tensions over Godavari River water allocation, governed by the 1980 Godavari Water Disputes Tribunal award, which had assigned 1,176 thousand million cubic feet (TMC) to undivided Andhra Pradesh without a predefined successor-state split. The Andhra Pradesh Reorganisation Act, 2014, mandated negotiations for equitable sharing via the Godavari River Management Board, but disagreements persisted, with Andhra Pradesh asserting that Telangana's upstream utilization, including from Sriram Sagar, diminished downstream flows essential for its Polavaram multipurpose project. Andhra Pradesh accused Telangana of proceeding with new and expanded Godavari irrigation initiatives—such as the second stage of Sriram Sagar, aimed at irrigating an additional 1.5 hectares—without mutual consent, potentially violating interim coordination protocols under the management board established in 2014. Telangana countered that its riparian rights entitled it to optimize existing projects like Sriram Sagar for local , while criticizing Polavaram's design for risking backwater submergence of over 20,000 hectares in Telangana's and unauthorized diversions exceeding tribunal limits. These frictions intensified during low-flow years, as Sriram Sagar's diversions (utilizing up to 140 TMC annually) reduced return flows to the main Godavari channel, impacting Andhra Pradesh's projected Polavaram of 75 TMC for and hydropower. Further complicating matters, Telangana's post-bifurcation transfers of Godavari water from Sriram Sagar reservoirs to its Krishna basin districts—via schemes totaling over 50 TMC—drew objections, arguing such inter-basin diversions circumvented separate Krishna sharing arrangements and indirectly strained Godavari dependability. Disputes escalated in 2020-2023, with filing interventions before the National Water Development Agency against 's unilateral project advancements, prompting retaliatory claims from over Polavaram's environmental clearances ignoring upstream ecological impacts. By July 2025, the central government constituted expert committees to adjudicate unresolved Godavari allocations, including data for of projects like Sriram Sagar to enforce equitable releases, though no binding formula has been finalized.

Environmental and Social Effects

Hydrological and Ecological Changes

The construction of the Sriram Sagar Dam has significantly altered the hydrological regime of the by impounding water to form a with an original live storage capacity of 2,298.945 million cubic meters (MCM), enabling regulated releases for and . This regulation reduces peak flows during monsoons upstream, mitigating floods in the , but downstream sections experience modified flow patterns, including periods of low environmental flow that deviate from natural variability, potentially affecting riverine stability and . Hydrographic surveys indicate progressive capacity reduction due to , with live storage declining to 1,697.266 MCM by 2021—a loss of 601.679 MCM or 26.17% since commissioning—attributed to an annual sedimentation rate of approximately 444–576 cubic meters per square kilometer in the . The 's high trap efficiency, estimated at 91–98.6%, exacerbates this by retaining most incoming sediments, leading to deltaic shoreline recession in the broader Godavari basin through diminished downstream sediment supply. Ecologically, the reservoir has fostered a lentic supporting diverse life, including six principal edible such as Labeo rohita, Catla catla, and , with dominating and seasonal abundances influenced by water level fluctuations, temperature, and inputs from runoff. These populations exhibit higher stability in the reservoir's core compared to fluctuating peripheral areas, enabling commercial fisheries, though and pressures contribute to variability. Downstream, however, the altered fragments migratory pathways, disrupting natural distribution across the Godavari and reducing lotic suitability, while trapping diminishes delivery to estuarine ecosystems. Overall, while the project has created productive hotspots, the net ecological shift favors standing-water over riverine ones, with long-term risks amplified by ongoing and climate-driven inflow changes.

Displacement and Rehabilitation Outcomes

The construction of the Sriram Sagar Project resulted in the submergence of approximately 80 villages in the basin, primarily affecting agricultural households dependent on rain-fed farming and riverine livelihoods. Official records from the Irrigation Department detail 38 fully submerged villages under the Kakatiya Canal subsystem (22 in and 16 in ), alongside 9 partially submerged villages, with additional backwater effects impacting 27 more villages under the Saraswati Canal. Precise figures for displaced individuals remain undocumented in public government reports, though estimates suggest thousands of oustees, including families from fully and partially affected areas, were compelled to relocate due to reservoir filling starting in the late . Rehabilitation initiatives, initiated under state policies predating Telangana's 2014 formation, provided land-for-land compensation, cash grants, and constructed resettlement colonies with basic infrastructure such as housing and access to . For the component integrated into Stage I, a specific resettlement and was implemented, focusing on oustees' economic through alternative farmland allocation. However, affected communities have consistently reported shortfalls, including incomplete land , inferior quality of allotted plots, and delays in ex-gratia payments, leading to prolonged socioeconomic vulnerabilities such as loss of traditional livelihoods and inadequate access to project-irrigated water in new locations. Outcomes have been mixed, with partial successes in physical relocation but persistent failures in achieving sustainable economic . By , the SRSP Submerged Villages Victims' Welfare Association alleged that not all eligible oustees received announced benefits under revised orders, prompting demands for enhanced packages including additional compensation and priority in or agricultural inputs. Individual cases, such as a 2013 resolution granting justice to one oustee after 50 years, highlight systemic delays and inequities in , underscoring causal links between early policy gaps—lacking comprehensive national frameworks at the project's inception—and enduring community hardships. No peer-reviewed longitudinal studies quantify long-term welfare metrics like income recovery or for SRSP displacees, but analogous dam projects indicate elevated risks of impoverishment without robust, monitored interventions.

Criticisms and Challenges

Construction Delays and Cost Overruns

The Sri Ram Sagar Project (Stage I), sanctioned in 1964 with an original estimated cost of Rs. 40.13 crores, experienced substantial cost overruns, escalating to a revised estimate of Rs. 1,519.15 crores by 1992-93 and an updated total of Rs. 3,600 crores, reflecting factors such as extended timelines, modifications, , and procurement challenges common to large-scale Indian irrigation infrastructure during the period. These overruns were not isolated but aligned with broader patterns in inter-state river projects, where disputes over and clearances contributed to financial escalation. Construction commenced with the foundation stone laid on 26, 1963, by Prime Minister , but the dam and initial impoundment phase extended well beyond anticipated schedules, with substantive operations not achieved until the late —approximately 15 years after initiation—due to technical hurdles, funding intermittency, and coordination issues across state boundaries. First water impoundment occurred in 1970, yet full canal systems like the Kakatiya Canal faced further postponements, delaying ayacut stabilization into subsequent decades and amplifying cumulative expenditures. Such delays and overruns in the project, as highlighted in national audits, underscored systemic inefficiencies in and approval processes for multipurpose dams, leading to opportunity costs in and requiring multiple budgetary reallocations. Despite these setbacks, the infrastructure's eventual commissioning enabled for over 9 acres, though at a per-unit cost far exceeding initial projections.

Operational and Maintenance Issues

The Sriram Sagar Project has faced persistent , with silt accumulation from the catchment reducing reservoir storage capacity by approximately 25% since commissioning. Recurring floods, intensified by in upstream areas, deposit layers of , , and finer sediments, encroaching into live storage zones and impairing reliability. A 2019 study estimated annual sedimentation rates contributing to this loss, with trap efficiency exceeding 80% but failing to prevent capacity degradation. Maintenance deficiencies exacerbate operational challenges, including on radial gates, buildup hindering movement, and inadequate , which compromise structural integrity during flood releases. Funding delays have restricted filling to 50% of designed levels in some instances, limiting water availability for downstream canals. Technical failures, such as burnt motor shafts and control panel damage during startup, have disrupted pumping operations, as reported in 2017 incidents requiring emergency interventions. Waterlogging in the command area arises from over-irrigation, inefficient networks, and neglected subsurface systems, elevating tables and salinizing soils across thousands of hectares. Canal breaches, like the 2010 incident inundating fields, highlight vulnerabilities from unaddressed structural weaknesses. Proposed remedies include silt-arresting tanks, check dams, and catchment , though implementation remains limited by resource constraints.

Recent Developments

Expansion Projects and Modernization

The Sri Ram Sagar Project (SRSP) Stage II, an extension of the Kakatiya Main Canal from kilometer 284 to 346, aims to irrigate 178,068 hectares of drought-prone land across , , and districts in . Initiated in 1995, the project enhances water distribution from the existing SRSP reservoir to stabilize and expand ayacut in upland areas previously underserved by Stage I infrastructure. In October 2025, A. announced that the project would be renamed after , recognizing his advocacy for development in . Modernization efforts have focused on addressing , which has reduced the SRSP reservoir's storage capacity from an original 112 TMC feet to approximately 80 TMC feet due to accumulation from upstream inflows. In December 2024, Irrigation Minister stated that desilting and works for SRSP, alongside Nizamsagar, would commence to reclaim lost capacity and improve operational efficiency. By May 2025, the state government committed to undertaking desilting across SRSP and other projects like Kadem to fully restore original storage levels, with preliminary plans estimating costs in the range of thousands of crores for upstream control measures spanning 362 kilometers from to Pochampad. These initiatives prioritize hydrological over new construction, aiming to mitigate flood-related deposition observed in recent monsoons.

Ongoing Resolutions and 2025 Updates

In October 2025, A. announced that the Sri Ram Sagar Project Stage II would be named after the late leader , honoring his advocacy for the project's expansion to enhance in additional districts. This phase, an extension of the Kakatiya Main from kilometer 284 to 346, targets for 178,068 hectares across , , and districts, with works progressing under state oversight. Flood management operations intensified in mid-2025 amid heavy inflows, with project engineers lifting up to 39 gates on August 18 to discharge excess water downstream, marking an early release compared to prior years (September 2 in 2024 and July 27 in 2023). Inflows doubled to significant levels by July 27 due to rainfall in upstream catchment areas, prompting controlled releases to mitigate downstream while supporting for over 1.5 million acres. Persistent emerged as a key operational challenge, with recurring floods depositing layers of sand, , and eroded , progressively diminishing the 's storage capacity and exacerbating loss in catchment zones. In response, authorities conducted routine water releases into the Flood Flow Canal in early 2025 to sustain summer amid dipping levels from uneven monsoons. Farmers in Navipet mandal, , staged protests on October 14 over crop damages from project backwaters, highlighting unresolved inundation risks during high-flow periods. These incidents underscore ongoing efforts to balance , desilting initiatives, and equitable water distribution without formal interventions reported in 2025.

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