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♦ HYDRAULICS ♦ Normal and critical depth 01.   Normal depth in a prismatic channel 02.   Critical depth in a prismatic channel 03.   Discharge in a partially full circular culvert 04.   Critical slope in a prismatic channel 05.   Normal and critical depth in a prismatic channel 06.   Normal depth in a partially full circular culvert 07.   Critical depth in a circular culvert or pipe Control of flow, hydraulic jump 11.   Sequent depth in a hydraulic jump 12.   Energy loss in a hydraulic jump 13.   Discharge under a sluice gate 14.   Discharge over a broad crested weir 15.   Discharge in a prismatic channel 16.   Initial and sequent depths in a hydraulic jump 17.   Critical flow in width constriction 18.   Efficiency of the hydraulic jump Water-surface profiles 21.   M1 water-surface profile 22.   M2 water-surface profile 23.   M3 water-surface profile 24.   S1 water-surface profile 25.   S2 water-surface profile 26.   S3 water-surface profile Water-surface profiles 2 31.   C1 water-surface profile 32.   H2 water-surface profile 33.   A2 water-surface profile 34.   C3 water-surface profile 35.   H3 water-surface profile 36.   A3 water-surface profile Channel design, spillways 41.   Tractive force method 42.   Ogee spillway rating Pipe flow 51.   Hazen-Williams formula 52.   Parallel pipes 53.   Pipes connecting three reservoirs

♦ HYDROLOGY ♦ Peak discharge 61.   Creager formula 62.   Rational method 63.   Slope-area method Routing 71.   Linear reservoir 72.   Storage-indication (linear) 73.   Storage-indication 74.   Muskingum 75.   Muskingum-Cunge 76.   Time-area method 77.   Clark unit hydrograph 78.   Cascade of linear reservoirs Regression 81.   Linear regression 82.   Nonlinear regression 83.   Multiple linear regression 84.   Multiple nonlinear regression 85.   Hyperbolic regression Evapotranspiration 91.   Blaney-Criddle 92.   Penman 93.   Penman-Monteith for reference crop 94.   Priestley-Taylor 95.   Thornthwaite 96.   Penman-Monteith for ecosystems Flood frequency 101.   Gumbel method 102.   Log Pearson III method 103.   Gumbel method (10000 yr) 104.   Log Pearson III method (10000 yr) 105.   TR-55 graphical method 106.   NRCS curve number Unit hydrographs 111.   Flood hydrograph by convolution 112.   Change in unit hydrograph duration using S-hydrograph 113.   Unit hydrograph by the cascade of linear reservoirs 114.   Dimensionless unit hydrograph by the cascade of linear reservoirs 115.   General unit hydrograph by the cascade of linear reservoirs 116.   Series of unit hydrographs by the cascade of linear reservoirs 117.   All series of unit hydrographs by the cascade of linear reservoirs Time of concentration 120.   Time of concentration of small watersheds Water balance 130.   Water balance Sediment properties, sediment yield 141.   Fall velocity of a spherical sediment particle 142.   Specific weight of sediments by Lane-Koelzer 143.   Universal Soil Loss Equation 144.   Universal Soil Loss Equation (composite watershed) 145.   Sediment yield by the Dendy and Bolton formula 146.   Initiation of motion using the Shields criterion 147.   Reservoir design life Sediment transport formulas 151.   Duboys formula 152.   Meyer-Peter formula 153.   Colby 1957 method 154.   Colby 1964 method 155.   Modified Einstein Procedure 156.   Pier and abutment scour using Melville equation

♦ WATER QUALITY ♦ 161.   DO sag curve 162.   DO sag analysis 163.   Oxygenation constant 164.   Total dissolved solids (TDS) based on electrical conductivity (EC)

♦ OTHER PROGRAMS ♦ Calculators, calendar 171.   Calculator (2 operands) 172.   Calculator (3 operands) 173.   Scientific calculator 174.   Programs in Spanish [24] 175.   Perpetual calendar ♦ These programs are a service of the Visualab at San Diego State University, San Diego, California. Please send your comments and suggestions to:    ponceatponcedot sdsudotedu ♦

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