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Initial abstraction and curve numbers for semiarid watersheds in Southeastern Arizona

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/hyp.1344openalex-snapshot
Long‐term hydrological simulation based on the Soil Conservation Service curve number
inferredcites →https://doi.org/10.1007/s11269-005-9000-4openalex-snapshot
An Improved I a S Relation Incorporating Antecedent Moisture in SCS-CN Methodology
inferredcites →https://doi.org/10.1016/0022-1694(70)90255-6openalex-snapshot
River flow forecasting through conceptual models part I — A discussion of principles
inferredcites →https://doi.org/10.1016/s0022-1694(02)00311-6openalex-snapshot
Spatial characteristics of thunderstorm rainfall fields and their relation to runoff
inferredcites →https://doi.org/10.1029/2006wr005724openalex-snapshot
Vegetation data, Walnut Gulch Experimental Watershed, Arizona, United States
inferredcites →https://doi.org/10.1029/2006wr005777openalex-snapshot
Geographic information systems database, Walnut Gulch Experimental Watershed, Arizona, United States
inferredcites →https://doi.org/10.1029/2006wr005782openalex-snapshot
Long‐term precipitation database, Walnut Gulch Experimental Watershed, Arizona, United States
inferredcites →https://doi.org/10.1029/97wr01422openalex-snapshot
Linearity of basin response as a function of scale in a semiarid watershed
inferredcites →https://doi.org/10.1061/(asce)1084-0699(1996)1:1(11)openalex-snapshot
Runoff Curve Number: Has It Reached Maturity?
inferredcites →https://doi.org/10.1061/(asce)1084-0699(1999)4:2(135)openalex-snapshot
Status of Automatic Calibration for Hydrologic Models: Comparison with Multilevel Expert Calibration
inferredcites →https://doi.org/10.1061/(asce)1084-0699(2006)11:6(597)openalex-snapshot
Evaluation of the Nash–Sutcliffe Efficiency Index
inferredcites →https://doi.org/10.1061/jyceaj.0005506openalex-snapshot
Empirical Investigation of Curve Number Technique
inferredcites →https://doi.org/10.1111/j.1752-1688.2005.tb03786.xopenalex-snapshot
SENSITIVITY ANALYSIS, CALIBRATION, AND VALIDATIONS FOR A MULTISITE AND MULTIVARIABLE SWAT MODEL
inferredcites →https://doi.org/10.1126/science.1086435openalex-snapshot
A Reservoir of Nitrate Beneath Desert Soils
inferredcites →https://doi.org/10.13031/2013.23637openalex-snapshot
The Soil and Water Assessment Tool: Historical Development, Applications, and Future Research Directions
inferredcites →https://doi.org/10.13031/2013.27630openalex-snapshot
Runoff Curve Number Variation with Drainage Area, Walnut Gulch, Arizona
inferredcites →https://doi.org/10.13031/2013.27794openalex-snapshot
Modeling the Effectiveness of Conservation Practices at Shoal Creek Watershed, Texas, using APEX
inferredcites →https://doi.org/10.13031/2013.6448openalex-snapshot
EVALUATION OF ANNAGNPS ON MISSISSIPPI DELTA MSEA WATERSHEDS
inferredcites →https://doi.org/10.2136/vzj2007.0077openalex-snapshot
Development and Applications of the HYDRUS and STANMOD Software Packages and Related Codes
inferredcites →https://doi.org/10.5194/hess-11-1825-2007openalex-snapshot
Technical Note: Determination of the SCS initial abstraction ratio in an experimental watershed in Greece
inferredcites →https://doi.org/10.5194/hess-13-605-2009openalex-snapshot
Investigation of the direct runoff generation mechanism for the analysis of the SCS-CN method applicability to a partial area experimental watershed

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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A Modified Curve Number Method for Runoff Prediction of Different Soil Types in China
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Measurements of the initiation of post‐wildfire runoff during rainstorms using in situ overland flow detectors
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Sources of uncertainty in the NRCS CN model: R ecognition and solutions
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Aquifer recharge from flash floods in the arid environment: A mass balance approach at the catchment scale
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Groundwater recharge over the past 100 years: Regional spatiotemporal assessment and climate change impact over the Saguenay‐Lac‐Saint‐Jean region, Canada
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Hydrological modeling of the Silala River basin. 1. Model development and long‐term groundwater recharge assessment
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Hydrological Simulation Using Coupled ANN-SCS Approach in Pagladiya Watershed: A Sub-catchment of Brahmaputra River Basin
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Empirical Equations for Predicting Flood Peaks in Saudi Arid Environment Using NRCS-CN Method
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New Regional-Specific Urban Runoff Prediction Model of Sungai Kayu Ara Catchment in Malaysia
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Evaluation of the Soil Conservation Service curve number methodology using data from agricultural plots
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Development of a New Event-Based Rainfall-Runoff Equation Based on Average Rainfall Intensity During an Event
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Improved Runoff Estimation Using Event-Based Rainfall-Runoff Models
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Modelling the Rainfall-Runoff Relationships in a Large Olive Orchard Catchment in Southern Spain
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Excess Stormwater Quantification in Ungauged Watersheds Using an Event-Based Modified NRCS Model
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Land Use Effect on the CN Model Parameters in a Tropical Dry Environment
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Influence of Initial Abstraction Ratios in NRCS-CN Model on Runoff Estimation of Permeable Brick Pavement Affected by Clogging
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On the Role of Hydrological Losses in Estimating Event Runoff Coefficients Using the NRCS Method
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Feasible Ranges of Runoff Curve Numbers for Korean Watersheds Based on the Interior Point Optimization Algorithm
inferred← citeshttps://doi.org/10.1007/s12517-016-2421-yopenalex-snapshot
Stability assessment of the curve number methodology used to estimate excess rainfall in forest-dominated watersheds
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Discussion of “Interfacing the geographic information system, remote sensing, and the soil conservation service-curve number method to estimate curve number and runoff volume in the ASIR region of Saudi Arabia” by Fawzi S. Mohammad, Jan Adamowski
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Estimating potential direct runoff for ungauged urban watersheds based on RST and GIS
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Statistical analysis of NRCS curve number (NRCS-CN) in arid basins based on historical data
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Evaluation and validity of the antecedent moisture condition (AMC) of Natural Resources Conservation Service-Curve Number (NRCS-CN) procedure in undeveloped arid basins
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Assessing SCS-CN and its revised models for Wadi runoff estimation in data-scarce Kuwait catchments
inferred← citeshttps://doi.org/10.1007/s40333-017-0110-7openalex-snapshot
Potential of rooftop rainwater harvesting to meet outdoor water demand in arid regions
inferred← citeshttps://doi.org/10.1016/j.catena.2015.06.001openalex-snapshot
Physical verification of the effect of land features and antecedent moisture on runoff curve number
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A modified curve number method for runoff prediction of different soil types in China
inferred← citeshttps://doi.org/10.1016/j.isprsjprs.2018.03.008openalex-snapshot
Physical resources assessment in a semi-arid watershed: An integrated methodology for sustainable land use planning
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Variability of the asymptotic curve number in mountainous undeveloped arid basins based on historical data: Case study in Saudi Arabia
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Phenology-adjusted dynamic curve number for improved hydrologic modeling
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Investigation of SCS-CN and its inspired modified models for runoff estimation in South Korean watersheds
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Improvement of the integration of Soil Moisture Accounting into the NRCS-CN model
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Development and testing of updated curve number models for efficient runoff estimation in steep-slope watersheds
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Restored vegetation dominates the decrease in surface and subsurface runoff on the Loess Plateau
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Toward a better understanding of curve number and initial abstraction ratio values from a large sample of watersheds perspective
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Estimating the runoff response from hillslopes treated with soil and water conservation structures in the semi-arid Ethiopian highlands: Is the curve number method applicable?
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Effects of initial abstraction ratios in SCS-CN method on runoff prediction of green roofs in a semi-arid region
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Exploratory Research of New Curve Number System
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Misuse of Lambda (λ) in NRCS-CN Model
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Development of a Direct Geomorphologic IUH Model for Daily Runoff Estimation in Ungauged Watersheds
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Consequences of Changes to the NRCS Rainfall-Runoff Relations on Hydrologic Design
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NRCS Curve Number Method: Comparison of Methods for Estimating the Curve Number from Rainfall-Runoff Data
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Quantifying Excess Stormwater Using SCS-CN–Based Rainfall Runoff Models and Different Curve Number Determination Methods
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Curve Numbers for Olive Orchard Catchments: Case Study in Southern Spain
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Runoff Estimation Using the NRCS Slope-Adjusted Curve Number in Mountainous Watersheds
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Effects of Infiltration Conditions and Rainfall Characteristics on Simulated Curve Numbers
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Model Calibration and Validation
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Runoff Curve Number Estimation for Agricultural Systems in the Southern Region of USA
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Hydrologic Conservatism as a Rationale for Selecting NRCS Initial Abstraction Ratio
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Quantification of Curve Numbers for Arid Watersheds
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Curve Number Conversion Equations for Adjusting Initial Abstraction Ratios
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Sensitivity of Initial Abstraction Ratio Selection in the NRCS Equation for Runoff Estimation
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Revisiting the Curve Number Approach for Improving Surface Runoff Estimation: A State-of-the-Art Review
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The Curve Number’s Initial Abstraction and Physical Hydrology: ASCE-EWRI CN Hydrology Committee Synthesis
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Spatiotemporal analysis of soil loss in cold climate upland farming watersheds using SWAT: case study of Tokoro River watershed, Hokkaido, Japan
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Comparing various approaches for assessing groundwater recharge at a regional scale in the Canadian Shield
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A revisit of NRCS-CN inspired models coupled with RS and GIS for runoff estimation
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Sensitivity and fuzzy uncertainty analyses in the determination of SCS-CN parameters from rainfall–runoff data
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The significance of basin slope for curve number estimation and the impact on flood prediction in arid basins
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Evaluation of the tabulated, NEH4, least squares and asymptotic fitting methods for the CN estimation of urban watersheds
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Analyzing the Impact of Temporal Landcover Changes on the Runoff Component of a Catchment Using Geospatial Techniques
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New Derivation Method of Region Specific Curve Number for Urban Runoff Prediction at Melana Watershed in Johor, Malaysia
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Derivation of Region-specific Curve Number for an Improved Runoff Prediction Accuracy
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Urban Flood Depth Estimate With a New Calibrated Curve Number Runoff Prediction Model
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Temporal and spatial dynamics of surface run‐off from Lake Basaka catchment (Ethiopia) using SCS‐CN model coupled with remote sensing and GIS
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Determinação do >i /i< usando dados hidrológicos observados de bacias hidrográficas brasileiras
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A Modified Ia-S Relationship Improves Runoff Prediction of the USDA-NRCS Curve Number Model
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Modeling of runoff water and runoff pesticide concentrations in upland bare soil using improved SPEC model
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Initial abstraction ratio and Curve Number estimation using rainfall and runoff data from a tropical watershed
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Plant cover and hydrological response in a seasonally dry tropical forest (SDTF)
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Cambios del uso del suelo e impactos en la escorrentía potencial de la cuenca Chuviscar-Sacramento (Chihuahua, México)
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Development of new event-based rainfall-runoff equations as an alternative to the curve number method in oceanic and semiarid climates
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Assessing the Impact of Modified Initial Abstraction Ratios and Slope Adjusted Curve Number on Runoff Prediction in the Watersheds of Sulaimani Province.
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Assessment of the reliability of the operation of a sewage treatment plant using Monte Carlo simulation
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The L-moment based regional approach to curve numbers for Slovak and Polish Carpathian catchments
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Assessment of the Soil Conservation Service–Curve Number method performance in a tropical Oxisol watershed
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Application of the SCS–CN Method to the Hancheon Basin on the Volcanic Jeju Island, Korea
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Decadal Changes in Soil Water Storage Characteristics Linked to Forest Management in a Steep Watershed
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Use of Nonofficial Intermittent Waterfall Occurrence Data for the Validation of an Infiltration Model for Volcanic Jeju Island, Korea
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Application of the Monte-Carlo Method to Assess the Operational Reliability of a Household-Constructed Wetland with Vertical Flow: A Case Study in Poland
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Improving Initial Abstraction Method of NRCS-CN for Estimating Effective Rainfall
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Designing River Diversion Constructed Wetland for Water Quality Improvement
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Método Curve Number – pesquisas e discussões dos parâmetros valor CN e abstração inicial
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