Surface water hydrology

Steady progress in many areas of deterministic and stochastic hydrology has occurred in the period 1975–78. In almost every instance, the progress reported here is the result of work continuing from an earlier period and not the result of technical breakthrough during the past four years. With regard to deterministic hydrology, important advances have been made relative to: assessment of spatial variability in the sub-processes of infiltration, surface depression storage, and surface and sub-surface runoff; development of simplified methods of flood routing in rivers, reservoirs and storm drain systems; application of conceptual models to hydrologic-environmental problems; selection of flood frequency models and the analysis of parameter uncertainty; and preliminary assessment of flood frequency methods for ungaged watersheds. In the field of stochastic hydrology, important advances have been made regarding: the Hurst phenomenon; Box-Jenkins modeling; Kaiman filtering; simulation methods based on Bayesian and multivariate models; spectral methods applied to watershed response; and reservoir theory.

[1]  Kathirithamby Sivaloganathan.  Flood Routing by Characteristic Methods , 1978 .

[2]  Daryl B. Simons,et al.  Nonlinear kinematic wave approximation for water routing , 1975 .

[3]  Eric F. Wood,et al.  An analysis of the effects of parameter uncertainty in deterministic hydrologic models , 1976 .

[4]  E. Schwertz,et al.  NEAR REAL‐TIME MAPPING OF THE 1975 MISSISSIPPI RIVER FLOOD IN LOUISIANA USING LANDSAT IMAGERY1 , 1977 .

[5]  Peter E. Black,et al.  Hydrograph responses to watershed model size and similitude relations , 1975 .

[6]  R. Condie,et al.  The log Pearson type 3 distribution: The T-year event and its asymptotic standard error by maximum likelihood theory , 1977 .

[7]  F. R. Crow,et al.  Manning n and The Overland Flow Equation , 1977 .

[8]  A. I. McLeod,et al.  Preservation of the rescaled adjusted range: 2. Simulation studies using Box‐Jenkins Models , 1978 .

[9]  Infiltration Into Increasingly Permeable Soils , 1976 .

[10]  D. M. Thomas.  Flood frequency: expected and unexpected probabilities , 1976 .

[11]  V. Klemeš,et al.  Physically Based Stochastic Hydrologic Analysis , 1978 .

[12]  Vijay P. Singh,et al.  Criterion to choose step length for some numerical methods used in hydrology , 1977 .

[13]  Brent M. Troutman.  Reservoir storage with dependent, periodic net inputs , 1978 .

[14]  Asit K. Biswas,et al.  Systems approach to water management , 1976 .

[15]  R. Srikanthan,et al.  Sequential generation of monthly streamflows , 1978 .

[16]  J. Delleur,et al.  A variable source area model of the rainfall‐runoff process based on the Watershed Stream Network , 1976 .

[17]  R. E. Smith,et al.  Simulating erosion dynamics with a deterministic distributed watershed model , 1976 .

[18]  R. L. Cooley,et al.  Finite Element Solution of Saint-Venant Equations , 1976 .

[19]  Janusz Kindler.  THE MONTE CARLO APPROACH TO OPTIMIZATION OF THE OPERATION RULES FOR A SYSTEM OF STORAGE RESERVOIRS , 1977 .

[20]  Flood Frequency Analysis by Power Transformation , 1978 .

[21]  GENERATING STREAMFLOW SEQUENCES WITH TREND AND CYCLICAL MOVEMENTS , 1978 .

[22]  Jose D. Salas,et al.  Nonstationarity of the mean and the hurst Phenomenon , 1978 .

[23]  Vijay P. Singh,et al.  Sensitivity of some runoff models to errors in rainfall excess , 1977 .

[24]  G. Tasker,et al.  FLOOD-FREQUENCY ANALYSES WITH PRERECORD INFORMATION , 1978 .

[25]  R. Kashyap,et al.  Dynamic Stochastic Models from Empirical Data. , 1977 .

[26]  A. I. McLeod,et al.  Stochastic modelling of the effects of reservoir operation , 1977 .

[27]  Vujica Yevjevich,et al.  Muskingum-Cunge Method with Variable Parameters , 1978 .

[28]  D. Huff,et al.  A field evaluation of subsurface and surface runoff: I. Tracer studies , 1978 .

[29]  Michael Amein,et al.  Implicit Numerical Modeling of Unsteady Flows , 1975 .

[30]  Transient flow routing in channel networks , 1975 .

[31]  David A. Woolhiser,et al.  A nonlinear kinematic wave model for watershed surface runoff , 1976 .

[32]  Vijay P. Singh,et al.  COMPARISON OF TWO MATHEMATICAL MODELS OF SURFACE RUNOFF , 1976 .

[33]  Irina Cech,et al.  Quantitative Assessment of Changes in Urban Runoff , 1976 .

[34]  John C. Houghton,et al.  The incomplete means estimation procedure applied to flood frequency analysis , 1978 .

[35]  A. I. McLeod,et al.  Preservation of the rescaled adjusted range: 3. Fractional Gaussian noise algorithms , 1978 .

[36]  I. Rodríguez‐Iturbe,et al.  Bayesian generation of synthetic streamflows: 2. The multivariate case , 1977 .

[37]  D. G. Doran.  An efficient transition definition for discrete state reservoir analysis: The divided interval technique , 1975 .

[38]  P. R. Johnston,et al.  Parameter optimization for watershed models , 1976 .

[39]  D. Lettenmaier,et al.  Properties of the three-parameter log normal probability distribution , 1975 .

[40]  N. Bethlahmy.  Flood Analysis by SMEMAX Transformation , 1977 .

[41]  D. Woolhiser,et al.  Urban Storm Runoff Model , 1977 .

[42]  V. Klemeš,et al.  Output from a cascade of discrete linear reservoirs with stochastic input , 1975 .

[43]  Effect of sequence length n on the choice of assumed distribution of floods , 1976 .

[44]  C. A. Onstad,et al.  Parameter estimation of the Green and Ampt Infiltration Equation , 1977 .

[45]  S. S. Butler.  Overland-flow travel time versus Reynolds number , 1977 .

[46]  G. K. Young,et al.  Hydrologic estimation and economic regret , 1975 .

[47]  Zekai Sen,et al.  Wet and Dry Periods of Annual Flow Series , 1976 .

[48]  William G. Gray,et al.  Analytic Solutions for Computer Flow Model Testing , 1978 .

[49]  Dannie L. Collins.  Discharge Computations at River Control Structures , 1976 .

[50]  Estimates of low flows using watershed and climatic parameters , 1977 .

[51]  L. Duckstein,et al.  On the joint distribution of the largest flood and its time of occurrence , 1976 .

[52]  A. I. Moleod.  Improved Box-Jenkins estimators , 1977 .

[53]  Johannes Ledolter,et al.  The analysis of multivariate time series applied to problems in hydrology , 1978 .

[54]  Skew inputs and the Hurst effect — A comment , 1976 .

[55]  D. F. Lakatos,et al.  Infiltration Formula Based on SCS Curve Number , 1977 .

[56]  L. Duckstein,et al.  UNCERTAINTY IN THE RETURN PERIOD OF MAXIMUM HYDROLOGIC EVENTS: A BAYESIAN APPROACH , 1976 .

[57]  Clark C. K. Liu,et al.  A nonlinear analysis of the relationship between rainfall and runoff for extreme floods , 1978 .

[58]  T. Schmugge,et al.  Soil moisture sensing with aircraft observations of the diurnal range of surface temperature , 1978 .

[59]  River Transport Modeling for Unsteady Flows , 1978 .

[60]  Zekâi Şen.  The small sample estimation of h , 1977 .

[61]  G. Williams.  Bank‐full discharge of rivers , 1978 .

[62]  Mitchell J. Small,et al.  Identifying Urban Flash Flooding Problems , 1976 .

[63]  I. Cordery,et al.  Critical duration of rainfall for flood estimation , 1976 .

[64]  Keith W. Hipel,et al.  Assessment of environmental impacts part one: Intervention analysis , 1978 .

[65]  Leo R. Beard,et al.  Impact of Hydrologic Uncertainties on Flood Insurance , 1978 .

[66]  A. Maissis.  Optimal filtering techniques for hydrological fore-casting , 1977 .

[67]  Stephen J. Burges,et al.  The impact of seasonal flow characteristics and demand patterns on required reservoir storage , 1978 .

[68]  V. Klemeš.  Value of information in reservoir optimization , 1977 .

[69]  Fitting the Pearson type 3 distribution in practice , 1977 .

[70]  Keith W. Hipel,et al.  Assessment of environmental impacts part two: Data collection , 1978 .

[71]  Moshe Sniedovich,et al.  Evaluation of Flood Forecasting-Response Systems , 1977 .

[72]  A. I. McLeod,et al.  Advances in Box-Jenkins modeling: 1. Model construction , 1977 .

[73]  Vijay P. Singh,et al.  EFFECT OF RAINFALL-EXCESS DETERMINATION ON RUNOFF COMPUTATION , 1977 .

[74]  Yuksel K. Birsoy,et al.  Some statistical relationships between rainfall and runoff , 1977 .

[75]  R. Hawkins,et al.  Hydrologic impact of grazing on infiltration: A critical review , 1978 .

[76]  P. Todorovic,et al.  Stochastic models of floods , 1978 .

[77]  Zekâi Şen,et al.  A mathematical model of monthly flow sequences / Un modèle mathématique des séquences débits mensuels , 1978 .

[78]  Bertold Treiber,et al.  COMPARISON OF REQUIRED RESERVOIR STORAGES COMPUTED BY THE THOMAS-FIERING MODEL AND THE 'KARLSRUHE MODEL' TYPE A AND B , 1976 .

[79]  N. Katopodes,et al.  Computing Two-Dimensional Dam-Break Flood Waves , 1978 .

[80]  T. Unny,et al.  Inputs for risk analysis in water systems , 1979 .

[81]  A moisture-accounting watershed model for single-storm events based on time—Area concept , 1978 .

[82]  D. I. Steinberg.  Mathematical models for surface water hydrology : Edited by T. A. Ciriani, U. Maione and J. R. Wallis. Wiley Interscience, New York, 1977, 423 pp., $27.50 , 1978 .

[83]  R. S. Beasley.  Contribution of Subsurface Flow from the Upper Slopes of Forested Watersheds to Channel Flow , 1976 .

[84]  D. B. Simons,et al.  Solutions to Green-Ampt Infiltration Equation , 1976 .

[85]  V. O. Shanholtz,et al.  Estimating selected parameters for the Kentucky Watershed Model from watershed characteristics , 1976 .

[86]  L. A. Rasmussen,et al.  Hydrology of the North Cascades Region, Washington: 1. Runoff, precipitation, and storage characteristics , 1976 .

[87]  Johannes Ledolter,et al.  A general class of stochastic models for hydrologic sequences , 1978 .

[88]  N. S. Barnett.  Application of a generalisation of Wald's identity to solving certain multi-stream storage problems , 1975 .

[89]  Use of Satellite Data in Urban Hydrologic Models , 1975 .

[90]  A. Hjelmfelt.  Influence of infiltration on overland flow , 1978 .

[91]  Darryl W. Davis,et al.  Comprehensive Flood Plain Studies Using Spatial Data Management Techniques. , 1978 .

[92]  D. B. Simons,et al.  Convergence of Four-Point Implicit Water Wave Models , 1978 .

[93]  R. McCuen,et al.  SIMULATION OF URBAN NON-POINT SOURCE POLLUTION , 1978 .

[94]  R. Phatarfod.  Some aspects of stochastic reservoir theory , 1976 .

[95]  Dennis P. Lettenmaier,et al.  Operational assessment of hydrologic models of long-term persistence , 1977 .

[96]  J. Parlange,et al.  Optimal Prediction of Ponding , 1977 .

[97]  Edward A. McBean,et al.  Numerical Errors in Water Profile Computation , 1975 .

[98]  Richard H. Hawkins,et al.  THE IMPORTANCE OF ACCURATE CURVE NUMBERS IN THE ESTIMATION OF STORM RUNOFF , 1975 .

[99]  P. Tao,et al.  Multistation, multiyear synthesis of hydrologic time series by disaggregation , 1976 .

[100]  Generation of skewed annual flows using fast fractional Gaussian noise generator , 1978 .

[101]  B. Davidson,et al.  Numerical techniques for estimating best‐distributed Manning's Roughness Coefficients for open estuarial river systems , 1978 .

[102]  D. L. Fread,et al.  COMPUTATION OF STAGE‐DISCHARGE RELATIONSHIPS AFFECTED BY UNSTEADY FLOW , 1975 .

[103]  T. J. Schmugge,et al.  Satellite microwave observations of soil moisture variations , 1977 .

[104]  Neil S. Grigg,et al.  An Approximate Method for Sizing Detention Reservoirs , 1978 .

[105]  N. T. Kottegoda,et al.  Stochastic Modelling of Riverflow Time Series , 1977 .

[106]  Guillermo J. Vicens,et al.  Bayesian generation of synthetic streamflows , 1975 .

[107]  J. Marsalek,et al.  COMPARATIVE EVALUATION OF THREE URBAN RUNOFF MODELS1 , 1975 .

[108]  Vijay P. Singh,et al.  A note on the step error of some finite-difference schemes used to solve kinematic wave equations , 1976 .

[109]  Vijay P. Singh.  Estimation and Optimization of Kinematic Wave Parameters , 1975 .

[110]  Keith W. Hipel,et al.  Advances in Box‐Jenkins modeling: 2. Applications , 1977 .

[111]  B. Bobée,et al.  The Log Pearson type 3 distribution and its application in hydrology , 1975 .

[112]  F. Szidarovszky,et al.  Sample Uncertainty in Flood Levee Design: Bayesian Versus Non-Bayesian Methods , 1975 .

[113]  Harold John Day,et al.  Flood Damage Reduction Potential of River Forecast , 1976 .

[114]  R. Moore,et al.  Some properties of variance reduction techniques where hydrological extremes are estimated by Monte Carlo Simulation , 1978 .

[115]  Brian M. Reich,et al.  MAGNITUDE AND FREQUENCY OF FLOODS , 1976 .

[116]  A. I. McLeod,et al.  Preservation of the rescaled adjusted range: 1. A reassessment of the Hurst Phenomenon , 1978 .

[117]  Hydrology of the North Cascades Region, Washington: 2. A proposed hydrometeorological streamflow prediction method , 1976 .

[118]  Chao-Lin Chiu,et al.  Three-Dimensional Open Channel Flow , 1978 .

[119]  A note on the Hurst Phenomenon in turbulent flows , 1977 .

[120]  N. C. Matalas,et al.  Regional skew in search of a parent , 1975 .

[121]  T. R. Lazaro.  NONPARAMETRIC STATISTICAL ANALYSIS OF ANNUAL PEAK FLOW DATA FROM A RECENTLY URBANIZED WATERSHED1 , 1976 .

[122]  Robert C. Ahlert,et al.  ASSESSMENT OF METHODS FOR COMPUTING STORM RUNOFF LOADS1 , 1978 .

[123]  A. I. McLeod,et al.  On the Distribution of Residual Autocorrelations in Box–Jenkins Models , 1978 .

[124]  Gideon Weiss,et al.  Shot noise models for the generation of synthetic streamflow data , 1977 .

[125]  T. E. Unny,et al.  Model uncertainty in flood frequency analysis and frequency‐based design , 1976 .

[126]  B. B. Jackson,et al.  Markov Mixture Models for Drought Lengths , 1975 .

[127]  H. C. Riggs.  STREAMFLOW CHARACTERISTICS FROM CHANNEL SIZE , 1978 .

[128]  Eric F. Wood,et al.  An analysis of flood levee reliability , 1977 .

[129]  C. W. Randall,et al.  Characterization of urban runoff , 1978 .

[130]  Gerald F. Gifford,et al.  Applicability of some infiltration formulae to rangeland infiltrometer data , 1976 .

[131]  N. C. Matalas,et al.  Some comparisons of flood statistics in real and log space , 1978 .

[132]  B. Bobée,et al.  The use of the Pearson type 3 and log Pearson type 3 distributions revisited , 1977 .

[133]  C. England.  Modeling soil water hydrology under a post oak (Quercus stellata Wangenh.)– shortleaf pine (Pinus echinata Mill.) stand in east Texas , 1977 .

[134]  B. A. Jones,et al.  MICRO‐RELIEF SURFACE DEPRESSION STORAGE: ANALYSIS OF MODELS TO DESCRIBE THE DEPTH‐STORAGE FUNCTION , 1976 .

[135]  A reconsideration and a generalization of Lawrance and Fiering two-station models , 1977 .

[136]  K. Singh,et al.  UNIT HYDROGRAPHS – A COMPARATIVE STUDY , 1976 .

[137]  Daniel G. Anderson.  Effects of urban development on floods in northern Virginia , 1970 .

[138]  C. England.  ROOT DEPTH AS A SENSITIVE PARAMETER IN A DETERMINISTIC HYDROLOGIC MODEL1 , 1975 .

[139]  Z. Şen.  The small sample expectation of rescaled population and rescaled adjusted ranges , 1977 .

[140]  George H. Comer,et al.  AN OPTIMIZATION TECHNIQUE ADAPTED TO USDAHL-74 REVISED MODEL OF WATERSHED HYDROLOGY , 1976 .

[141]  Rammohan K. Ragade,et al.  A feature prediction model in synthetic hydrology based on concepts of pattern recognition , 1978 .

[142]  J. W. Delleur,et al.  Removal of periodicities by differencing and monthly mean subtraction , 1975 .

[143]  Sidney Yakowitz,et al.  A nonparametric Markov Model for daily river flow , 1979 .

[144]  G. Hollis.  The Effect of Urbanization on Floods of Different Recurrence Interval , 1975 .

[145]  George E. P. Box,et al.  Intervention Analysis with Applications to Economic and Environmental Problems , 1975 .

[146]  Comparison of linear systems and finite difference flow‐routing techniques , 1976 .

[147]  D. Lettenmaier,et al.  An operational approach to preserving skew in hydrologic models of long‐term persistence , 1977 .

[148]  Z. Şen.  Run-sums of annual flow series , 1977 .

[149]  Shu Tung Chu,et al.  Infiltration during an unsteady rain , 1978 .

[150]  David A. Woolhiser,et al.  PROBABLE EFFECT OF SUMMER WEATHER MODIFICATION ON RUNOFF , 1978 .

[151]  G. K. Young,et al.  Modeling monthly hydrologic persistence , 1976 .

[152]  Theodor Strelkoff,et al.  Dimensionless Solution of Dam-Break Flood Waves , 1976 .

[153]  Time resolution of the hydrologic time-series models , 1977 .

[154]  Mark E. Smith,et al.  A planning algorithm to assess the impact of urban growth on flood expectancy / Un algorithme de planification pour évaluer l'influence de l'accroissement urbain sur la probabilité des crues , 1978 .

[155]  M. H. Diskin,et al.  A QUASI-LINEAR SPATIALLY DISTRIBUTED CELL MODEL FOR THE SURFACE RUNOFF SYSTEM , 1978 .

[156]  Guillermo J. Vicens,et al.  A Bayesian framework for the use of regional information in hydrology , 1975 .

[157]  Kieran M. O'Connor.  A discrete linear cascade model for hydrology , 1976 .

[158]  J. R. Wallis,et al.  On the value of information to flood frequency analysis , 1975 .

[159]  On the impossibility of a partial mass violation in surface runoff systems , 1975 .

[160]  Eric F. Wood,et al.  Bayesian inference and decision making for extreme hydrologic events , 1975 .

[161]  D. K. Todd,et al.  Application of the Stanford Watershed Model to Nigerian Watersheds , 1976 .

[162]  D. Cherkauer.  EFFECTS OF URBAN LAKES ON SURFACE RUNOFF AND WATER QUALITY , 1977 .

[163]  B. B. Jackson.  The use of streamflow models in planning , 1975 .

[164]  H. Morel‐Seytoux.  Derivation of equations for variable rainfall infiltration , 1978 .

[165]  Z. Şen.  The small sample expectation of population and adjusted ranges , 1977 .

[166]  M. H. Diskin,et al.  PARTIAL AREA RESPONSE ON SMALL SEMIARID WATERSHEDS1 , 1978 .

[167]  R. Dennis Harr,et al.  Changes in storm hydrographs after road building and clear‐cutting in the Oregon Coast Range , 1975 .

[168]  A reconsideration of the Fiering two-station model , 1976 .

[169]  K. Langford,et al.  A comparison of modeling and statistical evaluation of hydrologic change , 1976 .

[170]  Vijay P. Singh,et al.  A distributed converging overland flow model: 3. Application to Natural Watersheds , 1976 .

[171]  A. Rango,et al.  Seasonal streamflow estimation in the Himalayan region employing meteorological satellite snow cover observations , 1977 .

[172]  David A. Woolhiser,et al.  Overland Flow on a Converging Surface , 1969 .

[173]  K. Adamowski,et al.  Time series analysis of a watershed response variable , 1975 .

[174]  W T Hanes,et al.  Forecasting Snowmelt Runoff: Probabilistic Model , 1977 .

[175]  R. M. Phatarfod.  The sampling error of storage size , 1977 .

[176]  R. Rajar.  Mathematical Simulation of Dam-Break Flow , 1978 .

[177]  M. M. Siddiqui.  The Asymptotic Distribution of the Range and Other Functions of Partial Sums of Stationary Processes , 1976 .

[178]  Vijay P. Singh,et al.  A Kinematic Model for Surface Irrigation , 1978 .

[179]  R. Srikanthan,et al.  A review of lag-one Markov models for generation of annual flows , 1978 .

[180]  A. Petaccia,et al.  Theoretical probability distribution of critical hydrologic events by the partial-duration series method , 1977 .

[181]  Vijay P. Singh,et al.  Derivation of Surface Water Lag Time for Converging Overland Flow , 1975 .

[182]  N. C. Matalas,et al.  Apparent regional skew , 1977 .

[183]  J. M. Mejía,et al.  Disaggregation models in hydrology revisited , 1976 .

[184]  Kenneth W. Potter,et al.  Evidence for nonstationarity as a physical explanation of the Hurst Phenomenon , 1976 .

[185]  Application of Finite Element Method to Open Channel Flow , 1976 .

[186]  Vijay P. Singh,et al.  A distributed converging overland flow model: 1. Mathematical solutions , 1976 .

[187]  Dennis P. Lettenmaier,et al.  USE OF STATE ESTIMATION TECHNIQUES IN WATER RESOURCE SYSTEM MODELING , 1976 .

[188]  L. V. Tavares,et al.  Firm outflow from multiannual reservoirs with skew and autocorrelated inflows , 1978 .

[189]  John R. Williams,et al.  HYMO flood routing , 1975 .

[190]  Willard M. Snyder,et al.  Predicting recessions through convolution , 1975 .

[191]  Eric F. Wood,et al.  A Bayesian approach to analyzing uncertainty among flood frequency models , 1975 .

[192]  J. Kindler.  THE MONTE CARLO APPROACH TO OPTIMIZATION OF THE OPERATION RULES FOR A SYSTEM OF STORAGE RESERVOIRS / La méthode Monte Carlo pour l'optimization des règles opératoires pour un système de réservoirs , 1977 .

[193]  I. Bogardi,et al.  Choice of distribution functions for hydrologic design , 1978 .

[194]  Preservation of correlation in generated hydrologic samples through two-station models , 1977 .

[195]  Thomas K. Jewell,et al.  Methodology for Calibrating Stormwater Models , 1978 .

[196]  Randall J. Charbeneau.  Comparison of the two‐ and three‐parameter log normal distributions used in streamflow synthesis , 1978 .

[197]  Comment upon multivariate synthetic hydrology , 1975 .

[198]  S. Lawrence Dingman,et al.  SYNTHESIS OF FLOW‐DURATION CURVES FOR UNREGULATED STREAMS IN NEW HAMPSHIRE1 , 1978 .

[199]  S. Petryk,et al.  Analysis of Flow through Vegetation , 1975 .

[200]  E. White.  Role of Carbonate Rocks in Modifying Flood Flow Behavior , 1976 .

[201]  Jean Rousselle,et al.  Incertitude dans les dbits de crues: Approche baysienne , 1976 .

[202]  Stephen J. Burges,et al.  Approximation of a normal distribution by a three‐parameter log normal distribution , 1978 .

[203]  Gary D. Tasker,et al.  Flood frequency analysis with a generalized skew coefficient , 1978 .

[204]  Vijay P. Singh,et al.  A Distributed Converging Overland Flow Model 2. Effect of Infiltration , 1976 .

[205]  V. Klemeš.  Discrete representation of storage for stochastic reservoir optimization , 1977 .

[206]  Jacques W. Delleur,et al.  An evaluation of the practicality and complexity of some rainfall and runoff time series models , 1976 .

[207]  M. G. Anderson,et al.  Toward More Detailed Field Monitoring of Variable Source Areas , 1978 .

[208]  B. A. Jones,et al.  Micro-Relief Surface Depression Storage: Changes during Rainfall Events and Their Application to Rainfall-Runoff Models , 1978 .

[209]  Vijay P. Singh,et al.  A laboratory investigation of surface runoff , 1975 .

[210]  Keith W. Hipel,et al.  Simulation procedures for Box‐Jenkins Models , 1978 .

[211]  J. C. Houghton.  Birth of a parent: The Wakeby Distribution for modeling flood flows , 1978 .

[212]  Charles E. Abraham.  Computer Use for River Regulation , 1975 .

[213]  Eric F. Wood,et al.  An adaptive algorithm for analyzing short‐term structural and parameter changes in hydrologic prediction models , 1978 .

[214]  EFFECTS OF OVERBANK FLOW IN FLOOD COMPUTATIONS , 1976 .

[215]  Bruce L. McCartney,et al.  Water Waves Generated by Landslides in Reservoirs , 1975 .

[216]  Ronald L. Wycoff,et al.  PRELIMINARY HYDROLOGIC DESIGN OF SMALL FLOOD DETENTION RESERVOIRS1 , 1976 .

[217]  D. B. Simons,et al.  Applicability of kinematic and diffusion models. , 1978 .

[218]  S. Dingman.  Drainage density and streamflow: A closer look , 1978 .

[219]  David A. Woolhiser,et al.  Simplifications of watershed geometry affecting simulation of surface runoff , 1977 .

[220]  A. I. McLeod,et al.  Intervention Analysis in Water Resources , 1975 .

[221]  Zekâi Şen,et al.  Autorun analysis of hydrologic time series , 1978 .

[222]  Walter T. Sittner.  WMO PROJECT ON INTERCOMPARISON OF CONCEPTUAL MODELS USED IN HYDROLOGICAL FORECASTING , 1976 .

[223]  Chao-Lin Chiu,et al.  Applications of Kalman filter to hydrology, hydraulics, and water resources : proceedings of AGU Chapman Conference, held at University of Pittsburgh, Pittsburgh, Pennsylvania, U.S.A., May 22-24, 1978 , 1978 .

[224]  Skew inputs and the Hurst effect , 1975 .

[225]  J. R. Wallace,et al.  A least squares method for computing statistical tolerance limits , 1977 .

[226]  D. L. Brakensiek,et al.  Estimating the effective capillary pressure in the Green and Ampt Infiltration Equation , 1977 .

[227]  B. Bobée,et al.  Correction of bias in the estimation of the coefficient of skewness , 1975 .

[228]  B. B. Jackson.  Birth‐Death Models for differential persistence , 1975 .

[229]  Eric F. Wood.  Analyzing hydrologic uncertainty and its impact upon decision making in water resources , 1978 .

[230]  Ray K. Linsley.  REPRESENTATIVE AND EXPERIMENTAL BASINS—WHERE NEXT? / Les bassins représentatifs et expérimentaux—et après? , 1976 .

[231]  Lewis D. Hopkins,et al.  Land Use Allocation Model for Flood Control , 1978 .

[233]  Francisco L. S. Gomide,et al.  Markovian inputs and the Hurst phenomenon , 1978 .

[234]  B. C. Massey,et al.  APPLICATION OF A RAINFALL-RUNOFF MODEL IN ESTIMATING FLOOD PEAKS FOR SELECTED SMALL NATURAL DRAINAGE BASINS IN TEXAS , 1977 .

[235]  Dennis P. Lettenmaier,et al.  Climate change: Detection and its impact on hydrologic design , 1978 .

[236]  Value of Landsat in urban water resources planning , 1977 .

[237]  Streamflow simulation — A model based on cannonical expansions , 1977 .

[238]  Vijay P. Singh,et al.  Hybrid formulation of kinematic wave models of watershed runoff , 1975 .

[239]  W. E. Bardsley.  A test for distinguishing between extreme value distributions , 1977 .

[240]  Peter S. Eagleson,et al.  Climate, soil, and vegetation: 3. A simplified model of soil moisture movement in the liquid phase , 1978 .

[241]  A. Otten,et al.  The power of two tests on the type of distributions of extremes , 1978 .

[242]  Donald Scavia,et al.  A method for parameter sensitivity analysis in differential equation models , 1978 .

[243]  Yang H. Huang.  Channel Routing by Finite Difference Method , 1978 .

[244]  Erich J. Plate,et al.  A STOCHASTIC MODEL FOR THE SIMULATION OF DAILY FLOWS / Modèle stochastique pour la simulation des débits journaliers , 1977 .

[245]  R. Mein,et al.  Sensitivity of optimized parameters in watershed models , 1978 .

[246]  Generation of annual streamflows using a filtered fractional Gaussian noise model , 1978 .

[247]  Hsieh Wen Shen,et al.  Stochastic approaches to water resources , 1976 .

[248]  Demodulation of stream-flow series , 1975 .

[249]  D. Huff,et al.  A field evaluation of subsurface and surface runoff: II. Runoff processes☆ , 1978 .

[250]  THE IMPACT OF HIGHWAY CONSTRUCTION ON A NORTH FLORIDA WATERSHED1 , 1976 .

[251]  Ashok N. Shahane,et al.  ROLE OF SYNTHETIC TIME SERIES IN HYDROMETEOROLOGICAL DATA ANALYSIS , 1975 .