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Field capacity

Field capacity is the content remaining after a saturated has been allowed to drain freely under the influence of for a period typically ranging from one to three days, at which point the rate of downward movement has significantly decreased. It represents the upper limit of plant-available , held primarily in the soil's micropores by forces, beyond which further is minimal. In and , field capacity plays a pivotal role in scheduling and , as it indicates the maximum amount of soils can retain for uptake without becoming waterlogged, thereby optimizing , availability, and potential while conserving resources. The concept is closely related to the permanent wilting point, the lower threshold of (typically at a matric potential of -1,500 kPa) where can no longer extract sufficient , with the difference between field capacity and wilting point defining the total plant-available capacity, which varies significantly by . For instance, fine-textured soils like clay retain higher water contents at field capacity (up to 50% by volume) compared to coarse-textured sandy soils (around 5-10%), influenced also by factors such as content, , and compaction history. Field capacity is determined either through field methods—by saturating the via or rainfall and monitoring until stabilizes—or in laboratories using techniques like pressure plate extractors to measure retention at a matric potential of -10 to -33 kPa, providing a standardized estimate for modeling and in farming practices. Understanding and maintaining near field capacity is essential for , as it helps prevent stress in crops, reduces unnecessary , and supports by balancing water and in the zone.

Definition and Fundamentals

Conceptual Definition

Field capacity refers to the quantity of water retained by a soil 2–3 days after it has been fully saturated and excess gravitational water has drained away, with the downward drainage rate becoming negligible. This condition marks the point where the soil holds the maximum amount of water against in its smaller pores, while larger pores are largely empty. It represents the upper boundary of plant-available water, above which additional water would drain freely rather than being accessible to plant roots. The concept of field capacity was introduced by Frank Veihmeyer and Arthur Hendrickson in 1931, stemming from their research on soil moisture in relation to irrigation practices during the early 20th century. Their work established field capacity as a practical measure for understanding how soils store water post-irrigation or rainfall, influencing subsequent studies in soil physics and agronomy. This foundational definition has endured, providing a standardized reference for assessing soil water retention. Field capacity is typically quantified as volumetric water content (\theta_{fc}), expressed in cubic meters of water per cubic meter of soil (m³/m³) or as a percentage of the total soil volume. For instance, a \theta_{fc} of 0.25 indicates 25% of the soil volume occupied by water at this state. As a benchmark, it plays a central role in modeling unsaturated zone dynamics, guiding decisions in water balance calculations and crop irrigation to optimize resource use without excess runoff.

Physical Basis

Field capacity represents the point in soil water dynamics where gravitational drainage has ceased, and the remaining water is held primarily by capillary forces within the soil matrix, achieving a state of quasi-equilibrium between retention and drainage processes. In this condition, larger macropores, which allow free drainage under gravity, become largely empty, while smaller pores retain water due to the adhesive and cohesive forces acting at the air-water interfaces. This retention prevents further significant downward movement of water, as the capillary suction in these pores counteracts gravitational pull. The distribution of pore sizes in soil plays a critical role in this process. Macropores, typically larger than 0.08 mm in , drain rapidly under shortly after , facilitating the removal of excess . In contrast, micropores smaller than 0.08 mm retain against gravitational forces through strong , as the surface tension in these narrow spaces creates sufficient to hold the in place. This selective retention in micropores defines the at field capacity, varying with the soil's textural but universally governed by the interplay of and physics. At field capacity, the soil exists in an energy state characterized by a matric potential of approximately -10 to -33 kPa, equivalent to a suction head of -1 to -3 meters, where the negative pressure from capillary forces balances the positive gravitational potential. This potential range reflects the tension at which drainage flux becomes negligible, marking the transition from active gravitational flow to passive retention dominated by soil-water interactions. The soil water retention curve graphically depicts this equilibrium, plotting volumetric water content against soil water potential on a logarithmic scale; the field capacity point appears as the water content corresponding to the -10 to -33 kPa tension, beyond which further decreases in potential lead to slower, diffusion-limited water loss rather than bulk drainage.

Measurement Methods

Laboratory Techniques

Laboratory techniques for determining field capacity involve controlled, ex-situ measurements of soil water retention under standardized tensions, typically simulating the gravitational drainage process in a precise manner. These methods use undisturbed or prepared soil samples to achieve reproducible results, allowing researchers to quantify the water content at tensions around -33 kPa, which approximates field capacity. The hanging water column method employs a setup where a saturated soil sample is placed on a highly permeable porous ceramic plate or sand box connected to a water reservoir via a tube. To measure retention, the reservoir is lowered to apply a controlled suction, creating a matric potential (e.g., 0 to -100 cm water head, corresponding to 0 to -10 kPa), and the sample equilibrates until water outflow ceases, typically taking hours to days depending on soil texture. After equilibrium, the sample is weighed to determine gravimetric water content, then oven-dried at 105°C to calculate the retained water on a volumetric basis; this technique is particularly suited for low tensions near field capacity in coarse-textured soils. In contrast, the pressure plate apparatus applies higher, controlled suctions (e.g., 33 kPa) using a sealed chamber where air pressure forces water through a ceramic plate with known air-entry value, while the soil sample drains onto the plate. Soil cores or clods are first saturated by flooding or capillary rise for 1-7 days, then placed on the wetted plate, and the chamber is pressurized; equilibration occurs over 24-72 hours for medium-textured soils or up to 120 hours for fine-textured ones, with periodic checks to ensure water levels are maintained. Post-equilibration, samples are weighed, oven-dried at 110°C for 12-16 hours, and water content is computed as the difference relative to dry mass, enabling measurements at multiple tension levels for comprehensive retention curves. Sample preparation is critical across both methods, starting with undisturbed cores (e.g., 5-7.6 cm diameter) collected using ring liners to preserve structure, followed by gentle air-drying if needed before saturation to avoid air entrapment. After saturation, the equilibration period allows drainage to stabilize, mimicking post-irrigation conditions, and final water content is expressed volumetrically using bulk density measurements from the same cores. These steps ensure accuracy in replicating field-like drainage under lab control. The advantages of these techniques include high due to standardized conditions, the ability to test multiple suction levels on replicate samples, and alignment with established protocols from organizations like the USDA and ISO. For instance, USDA guidelines specify pressure-plate extractions at 33 kPa for field capacity approximation, while ISO 11274 outlines both hanging column and pressure plate procedures for tensions from 0 to -1,500 kPa. Such methods provide precise data for and modeling, though field verification may be needed to account for in-situ dynamics.

Field-Based Approaches

Field-based approaches to estimating field capacity involve direct in-situ measurements that account for site-specific conditions, unlike controlled settings. These methods typically entail saturating the and monitoring subsequent until is approached, providing practical estimates for agricultural and hydrological applications. Common techniques leverage such as probes and samplers to capture temporal changes in , emphasizing real-world variability over idealized conditions. The method is a foundational field technique for field capacity estimation, where is initially saturated through natural rainfall or artificial to mimic wetting events. Moisture content is then monitored using tools like neutron probes, time-domain reflectometry (TDR), or sensors until stabilization occurs, typically after 2-3 days when rates diminish to negligible levels. For instance, continuous data from in-ground sensors can identify peaks in following , with field capacity approximated as the average moisture level one day post-peak, validated against criteria such as winter-season occurrences and minimal subsequent . This approach yields site-specific values, such as 0.25-0.35 m³/m³ for loamy soils in , reflecting actual dynamics. The technique employs a double-ring to saturate a localized plot, facilitating controlled for field capacity . is applied to maintain a constant head (e.g., 6 cm) in the rings until a cumulative infiltration of at least 15-20 cm is achieved, after which the area is covered to prevent and allow . Residual moisture is measured 48 hours later via gravimetric sampling with rings (e.g., Kopecky cylinders) at multiple depths, often yielding values slightly higher (by ~0.03 m³/m³) than standard methods due to scale effects in heterogeneous fields. This method has been validated in Brazilian watersheds, demonstrating accuracy comparable to pedotransfer functions with residuals around 0.025 m³/m³. Integration of soil moisture sensors enhances field-based monitoring by enabling non-destructive, multi-depth temporal profiling during drainage. Capacitance probes or TDR devices are installed at depths of 10-30 cm across the root zone to track volumetric in , capturing equilibration post-saturation with readings stabilized after 48-72 hours. In field trials, TDR sensors (e.g., Acclima TDR-315H) placed at multiple points per plot provided precise measurements (±1-2.5% accuracy) for sandy to fine soils, supporting thresholds at 50% of field capacity. Neutron probes offer similar volumetric insights for larger areas but require for soil type. These approaches address spatial variability inherent in fields by incorporating multiple sampling points—e.g., dividing plots into six sections and averaging 30 readings—ensuring representative estimates despite heterogeneity observed in studies across diverse U.S. sites. Equilibration times of 48-72 hours post-saturation are standard to minimize ongoing , though rapid loss in coarse soils can extend this period, necessitating extended monitoring.

Influencing Factors

Soil Properties

Soil texture is a primary of field capacity, as it governs the distribution of pore sizes within the soil matrix. Clay soils, characterized by a high proportion of fine particles, possess more micropores that hold water tightly against gravitational drainage, resulting in field capacity values typically ranging from 0.3 to 0.4 m³/m³. In contrast, sandy soils with larger macropores allow rapid drainage, leading to lower field capacity of 0.1 to 0.2 m³/m³. Organic matter content enhances field capacity by promoting aggregation and increasing the number of small pores and adsorption sites. Each 1% increase in can raise field capacity by 0.02 to 0.05 m³/m³, primarily through improved water retention in both fine- and coarse-textured soils. and also play crucial roles, as compaction reduces total and the size of water-retaining pores. Compacted soils with higher exhibit lower field capacity due to diminished pore volume, while optimal values of 1.3 to 1.5 g/cm³ in loamy soils support balanced for maximum water retention. Clay mineralogy further modulates field capacity, with smectitic clays retaining more water than kaolinitic ones owing to their expansive interlayer structure and greater , which enhances adsorption and forces. Soils dominated by minerals thus display elevated water retention compared to those with , which have lower surface area and less swelling capacity.

Environmental Variables

Higher temperatures during the drainage process following increase rates from the surface, which can effectively reduce the measured field capacity by accelerating water loss before is reached. This is particularly pronounced in warmer climates or during summer measurements, where elevated temperatures enhance vapor and transpiration-like losses, leading to lower residual water contents at the typical field capacity of around 33 kPa. Studies indicate that such temperature-driven can alter field capacity values, with implications for scheduling in variable climates. Hysteresis in soil water retention curves arises from differences in the paths taken during drainage (drying) versus wetting, resulting in distinct water contents at the same soil water potential. Specifically, the field capacity, defined along the drainage path, exhibits higher water retention compared to the wetting path due to air entrapment and contact angle variations during imbibition, with discrepancies reaching up to 20% in some soils depending on texture and organic matter content. This phenomenon implies that soils rewetted after drying may hold less water at field capacity pressures than expected from standard drainage-based measurements, affecting predictions of plant-available water. High salinity in soil solutions lowers the effective field capacity by decreasing the osmotic potential, which reduces the total and limits access to retained despite unchanged matric potential. Elevated concentrations, often measured as electrical exceeding 4 dS/m, draw osmotically from roots, mimicking conditions even at apparent field capacity levels and thereby reducing usable for crops. This interaction is critical in irrigated arid regions, where cumulative buildup exacerbates . Land management practices like and cover cropping influence field capacity through short-term modifications to pore structure and connectivity. Conventional disrupts macro-pores and increases , potentially reducing field capacity by compacting the matrix and limiting drainage equilibrium, with effects persisting for weeks to months post-operation. In contrast, cover crops enhance field capacity by promoting root-induced biopores and accumulation, which improve water retention and infiltration, as observed in long-term no-till systems. These practices offer dynamic control over field capacity, bridging inherent properties like with adaptive environmental management.

Applications

In Agriculture

In agriculture, field capacity serves as a critical benchmark for scheduling, guiding farmers to maintain levels between field capacity and the permanent point to optimize water availability. This range, known as the available water capacity, ensures can access stored without excess drainage or stress-induced limitations. In deficit irrigation strategies, which conserve in water-limited environments, soil moisture is for example targeted at 50-75% of field capacity in some studies, allowing controlled depletion to balance yield and resource use. Exceeding field capacity through over-irrigation or heavy rainfall leads to waterlogging, where saturated soils reduce oxygen diffusion and induce , severely impacting yields. Hypoxic conditions impair , nutrient uptake, and overall growth, resulting in reductions of 1-100% depending on type, waterlogging duration, and growth stage; for instance, corn can lose up to 0.57 Mg/ha per day of waterlogging during vegetative stages. Conversely, allowing to fall below field capacity triggers water stress, reducing and , which further diminishes yields by limiting cell expansion and biomass accumulation. Field capacity informs specific irrigation regimes tailored to crop needs, such as in drip-irrigated rice systems where maintaining soils near field capacity supports practices that suppress weeds and enhance availability. In these systems, controlled followed by adjustments to field capacity optimizes phases for health and yield. In arid regions, systems are calibrated to replenish up to field capacity, minimizing and deep while sustaining crops like in semi-arid climates. This precise delivery targets the root zone, achieving volumetric water contents aligned with site-specific field capacity thresholds. Leveraging field capacity in precision farming enhances water use efficiency by integrating sensors and variable-rate to avoid over- or under-watering, potentially reducing water inputs by 20-30% while maintaining or improving yields. These technologies enable real-time adjustments to keep soils at optimal moisture relative to field capacity, lowering operational costs and supporting sustainable practices in resource-scarce areas.

In Hydrology and Water Management

In hydrological modeling, field capacity plays a key role in predicting runoff by helping to delineate infiltration excess, particularly in empirical approaches like the Soil Conservation Service Curve Number (SCS-CN) method. The SCS-CN model estimates direct runoff from rainfall by considering the soil's potential maximum retention parameter (S), which is influenced by soil hydrologic groups that reflect inherent water-holding capacities, including field capacity as a benchmark for post-drainage moisture levels. When initial soil moisture is high, approaching saturation (antecedent moisture condition III), infiltration rates diminish, leading to higher infiltration excess and contributing to elevated peak flows during storms. This parameterization allows for scalable predictions of event-based runoff in watersheds, where soils near saturation amplify surface runoff responses. Field capacity is equally central to estimating , as it defines the threshold beyond which percolating water from post-rainfall infiltration contributes to deep drainage rather than being retained in the root zone. In models, such as the Soil and Water Assessment Tool (SWAT), occurs when a layer's exceeds field capacity and the underlying layer remains unsaturated, with the rate governed by saturated . This excess water then moves downward to replenish , enabling quantitative assessments of recharge rates that inform sustainable management in regions with variable . For instance, in semi-arid areas, accurate field capacity values help distinguish between temporary storage and long-term contributions, preventing overestimation of available surface water. In drought assessment, field capacity serves as a critical reference for evaluating water deficits within indices like the Drought Severity Index (PDSI), which models anomalies relative to climatological norms. The PDSI incorporates a two-layer profile where available water capacity is calibrated against field capacity to compute moisture supply deficits or surpluses, classifying drought severity from mild to extreme based on deviations from field capacity. This approach integrates , , and runoff to gauge hydrological stress, providing a standardized metric for monitoring regional drought propagation from to impacts. By anchoring calculations to field capacity, the index highlights how prolonged dry periods deplete stored water, exacerbating water shortages in affected ecosystems. Field capacity also factors into climate adaptation strategies outlined in IPCC assessments, where soil degradation under future scenarios can reduce soil water retention capacities by compacting soils and diminishing porosity, leading to lower water retention and heightened vulnerability to scarcity in arid and semi-arid zones. In IPCC Special Report on Climate Change, Desertification, Land Degradation, and Food Security (SRCCL) scenarios, these shifts exacerbate water cycle disruptions, with degraded soils showing decreased available water between field capacity and wilting point, affecting recharge and runoff patterns across basins. Adaptation measures, including soil restoration practices, aim to preserve or enhance field capacity to buffer against projected declines in water security.

Comparison with Other Soil Water Terms

Field capacity represents the amount of water retained in soil after gravitational drainage following saturation, typically corresponding to a soil water potential of around -10 to -33 kPa and volumetric water contents ranging from 0.15 to 0.55 m³/m³ depending on soil texture. In contrast, soil saturation occurs when all pore spaces are completely filled with water, excluding air, at a volumetric water content approximately equal to the soil's porosity, which typically ranges from 0.30 to 0.60 m³/m³ across soil types such as sandy to clayey textures. The key distinction lies in the drainage process: saturation is a transient state immediately after wetting, while field capacity reflects the residual water held by capillary forces after excess gravitational water has percolated away, usually within 1 to 2 days. Another related term is the permanent wilting point, defined as the soil water content at which plants can no longer extract sufficient water to meet transpiration demands, leading to irreversible wilting; this occurs at a soil water potential of approximately -1500 kPa. Volumetric water content at the permanent wilting point typically ranges from 0.05 to 0.10 m³/m³ in sandy soils to 0.15 to 0.20 m³/m³ in clay soils. Unlike field capacity, which marks the upper limit of plant-available water, the permanent wilting point denotes the lower limit, where water is tightly bound to soil particles and unavailable to most crops. Available water capacity, often abbreviated as AWC, quantifies the portion of soil water that plants can readily use and is calculated as the difference between the volumetric water content at field capacity and at the permanent wilting point. For typical soils, AWC values range from 0.10 to 0.20 m³/m³, providing a buffer against stress. This concept emphasizes plant accessibility rather than total retention, distinguishing it from field capacity, which focuses solely on post-drainage storage without regard to extraction limits. The term "field moisture capacity" is an older for field capacity, describing the maximum amount of a can hold against the force of after and . While interchangeable in many contexts, it is considered less precise in modern usage due to variations in measurement timing and lacks the standardized pressure-head associations now applied to field capacity.

Mathematical Models

The Brooks-Corey model describes the soil water retention curve (SWRC) for predicting field capacity, defined as the volumetric water content \theta at a matric potential \psi of approximately -33 kPa. The model equation is: \theta = \theta_r + (\theta_s - \theta_r) \left( \frac{\psi}{\psi_c} \right)^{-\lambda} where \theta_r is the residual water content, \theta_s is the saturated water content, \psi_c is the air-entry pressure head (a soil-specific parameter fitted from data, typically -2 to -20 kPa), and \lambda is an empirical pore-size distribution parameter typically ranging from 0.2 to 3. This power-law form captures the sharp decline in water retention beyond the air-entry value and is particularly effective for medium- to coarse-textured soils where drainage occurs rapidly above field capacity. The model was originally developed by Brooks and Corey based on pore geometry assumptions linking retention to capillary forces in porous media. The van Genuchten model provides a smoother, continuous representation of the SWRC, widely used to compute field capacity as \theta at a h of 33 cm (corresponding to -33 kPa). Its equation is: \theta(h) = \theta_r + \frac{\theta_s - \theta_r}{\left[1 + (\alpha |h|)^n \right]^m} with m = 1 - 1/n, where \alpha (inverse of the air-entry pressure scale, in cm⁻¹), n (dimensionless >1), and the \theta terms are as defined previously. These parameters allow fitting to experimental data across a broad range of types, with field capacity derived by substituting h = 33 cm into the . Unlike the Brooks-Corey model, it avoids singularities and better represents the gradual curvature in fine-textured soils. This formulation was introduced by van Genuchten to enable closed-form predictions of unsaturated when coupled with conductivity models. Field capacity is integrated into the Richards equation for simulating transient unsaturated flow, where \theta_{fc} often initializes the soil profile after wetting events or drainage. The mixed form of the equation is: \frac{\partial \theta}{\partial t} = \nabla \cdot \left[ K(h) \nabla h + K(h) \mathbf{e}_z \right] Here, K(h) is the unsaturated (dependent on the SWRC from models like Brooks-Corey or van Genuchten), h is the , t is time, and \mathbf{e}_z is the vertical accounting for gravity. Using \theta_{fc} as a boundary or approximates post-irrigation or rainfall redistribution, enabling predictions of infiltration, , and recharge over time. This , derived from extended to varying , underpins numerical solvers in hydrologic software for field-scale applications. Empirical approximations offer rapid estimates of field capacity from without curve-fitting, often adjusting a baseline value like 0.33 m³/m³ for medium-textured soils based on to for coarser . A widely applied pedotransfer function from Saxton et al. estimates \theta_{fc} (at -33 kPa) as: First, compute the intermediate term: \theta_{33t} = -0.251 S + 0.195 C + 0.011 OM + 0.006 (S \cdot OM) - 0.027 (C \cdot OM) + 0.452 (S \cdot C) + 0.299 Then, \theta_{fc} = \theta_{33t} + \left[1.283 (\theta_{33t})^2 - 0.374 \theta_{33t} - 0.015 \right] where S is sand percentage, C is clay percentage, and OM is organic matter percentage (with silt inferred as 100 - S - C). For sand-dominated soils (S > 70%), this yields \theta_{fc} \approx 0.10-0.20 m³/m³, decreasing roughly linearly with increasing sand fraction from the 0.33 baseline for loams. These functions, calibrated against large databases of measured retention data, support preliminary hydrologic assessments in data-limited regions.

Criticisms and Limitations

Theoretical Shortcomings

The concept of field capacity relies on the assumption that reaches a hydraulic after excess drains away, typically within two to three days following , at which point the downward becomes negligible. However, this is rarely achieved in natural field conditions, as processes continue slowly beyond the arbitrary timeframe due to ongoing and gravitational forces, leading to an overestimation of retention capacity. Studies indicate that times can vary widely from hours in coarse-textured to weeks in fine-textured ones, undermining the static ideal and highlighting the dynamic nature of . A key theoretical flaw lies in the standardized use of a matric potential of -33 kPa (approximately -1/3 ) to define field capacity, which is an arbitrary threshold not universally applicable across soil types. This value, proposed as a for field conditions, fails to account for soil-specific hydraulic properties, with actual effective tensions ranging from -10 kPa in sandy soils to -100 kPa or lower in clayey soils, resulting in inconsistent representations of retained . shows that no single matric potential unifies field capacity across diverse soils, as variations in pore size distribution and structure render the -33 kPa benchmark overly simplistic and soil-dependent. Scaling field capacity from laboratory-derived values to heterogeneous field environments introduces significant theoretical inconsistencies, as lab measurements on uniform, disturbed samples do not capture spatial variability in , leading to errors in hydrological models for predictions. These discrepancies arise because field-scale processes, including preferential flow paths and , alter in ways that small-scale lab tests cannot replicate, often resulting in field-observed water contents exceeding lab estimates by up to 0.19 m³/m³. The foundational definition of field capacity by Veihmeyer and Hendrickson in emphasized cessation as the primary criterion, deliberately excluding considerations of plant-specific and , which introduces a historical bias toward physical over agronomic relevance. This plant-agnostic approach, while simplifying characterization, overlooks how access held at tensions beyond the -based threshold, limiting the concept's utility in modeling plant- interactions. Consequently, the definition has faced ongoing for its and lack of with biological processes since its . Recent studies as of 2024 propose dynamic criteria for field capacity estimation in layered soils to better account for these limitations.

Practical Challenges

The spatial heterogeneity of field capacity across agricultural fields presents significant challenges for accurate assessment and application in management, as , structure, and can cause substantial variations over short distances. This variability often requires collecting multiple samples—typically dozens per field—to reliably estimate field capacity, as single-point measurements may not represent the entire area and can lead to misguided application decisions. For example, in a typical cultivated field, water holding capacity, closely related to field capacity, was found to vary by a factor of 2.6 (from 5.8% to 15.1%) due to differences in alone. To address this, geostatistical techniques like ordinary are essential for generating spatial maps of field capacity, enabling better precision in variable-rate systems. Temporal dynamics further complicate the use of field capacity, particularly under changing climatic conditions that alter the time soils take to equilibrate after events. , through intensified droughts and shifting precipitation patterns, can modify properties influencing field capacity, such as content, thereby affecting equilibration times and overall water retention. In arid zones, drought-induced changes in organic carbon levels have been observed, disrupting long-established schedules and necessitating adaptive . Cost and accessibility issues limit the practical implementation of precise field capacity measurements, especially for small-scale farms where advanced technologies are often unaffordable. High-quality soil moisture sensors capable of determining field capacity through volumetric water content readings typically cost $100 to several hundred dollars per unit, with full systems including controllers ranging from $280 to $1,800, making widespread adoption challenging for operations with limited budgets. As a result, many small farms rely on rough approximations based on or visual assessments, which frequently lead to over- by 20-30% or more, wasting water and increasing risks without improving yields. Policy and regulatory gaps exacerbate these operational hurdles, as some established standards fail to incorporate modern practices like amendments that enhance field capacity. For instance, pre-2010 USDA (NRCS) guidelines for soil water management often overlooked the impacts of additions, such as , which can increase available water capacity by 3-5% per 1% rise in , leading to outdated recommendations that undervalue amended soils in planning. Recent NRCS updates acknowledge these effects, but legacy policies in certain regions persist, hindering the integration of practices in water management strategies.

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