{"id":78872,"date":"2024-10-17T18:26:39","date_gmt":"2024-10-17T18:26:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784405505-2002\/"},"modified":"2024-10-24T19:38:24","modified_gmt":"2024-10-24T19:38:24","slug":"asce-9780784405505-2002","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784405505-2002\/","title":{"rendered":"ASCE 9780784405505 2002"},"content":{"rendered":"
John Eric Edinger introduces waterbody hydrodynamic and water quality modeling techniques and the properties of different models through hands-on software.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
10<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1. INTROGLLVHT Hydrodynamic and Water Quality Modeling 1.1 The Hydrodynamic and Transport Model <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 1.2 Example Flow Regimes <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 1.3 The Water Quality Models <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 1.4 INTROGLLVHT Model Folder 1.5 The Bathymetry Setup Routine and Its Application <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 1.6 The Input File Routine <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 1.7 The Generalmodel.exe Routine 1.8 Example Applications <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 1.9 The DMA Win.exe <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 2. The Input Data File 2.1 Description of Input Data File <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 2.2 Application Input Data File <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 2.3 Applying the INTROGLLVHT Input File.exe Routine <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 3. Executing the Model, Output Files, and Water Quality Model Default Parameters 3.1 Executing the Model <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 3.2 Description of Output Files <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 3.3 Water Quality Model Default Parameter Files <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | 4. Application of the Temperature, Salinity, First-Order Decay Constituent Model to Estuaries and Coastal Waters 4.1 The Estuarine EST_TSC_01 Application <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 4.2 Determination of Residence and Flushing Times <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 4.3 Estuary with Groundwater Inflow <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 4.4 Coastal Applications <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | 5. Application of the Temperature, Salinity, First-Order Decay Constituent Model to Lakes and Reservoirs 5.1 Lake with Cold Water Inflow <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | 5.2 Closed Loop Cooling Reservoir with Skimmer Walls <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 6. Application of the Dissolved Oxygen Depression Model 6.1 Application to a Tank Test <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 6.2 Application to a Simple Stream <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 6.3 Application to a Reservoir <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | 7. Application of the Water Quality Dissolved Particulate Eutrophication Model <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | 7.1 Tank Tests of Water Quality Dissolved Particulate Model Properties <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | 7.2 Reservoir Applications of the Water Quality Dissolved Particulate Model <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | 7.3 The Closed Loop Cooling Reservoir <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | 7.4 An Example Lake Study Problem <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | 7.5 Application of the Water Quality Dissolved Particulate Model to Estuaries and Coastal Waters <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | 7.6 Density Dependent Phytoplankton Grazing <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | 8. Application of the Sediment Scour and Deposition Model 8.1 Application of the Sediment Scour and Deposition Model to a River <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | 8.2 Application of Sediment Scour and Deposition to a Tidal River <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | 8.3 Application of the Scour\/Deposition Model to a Coastal Water Project 8.4 Application of Sediment Scour and Deposition to a Coastal Water Project with a Marina Breakwater <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | 9. Generalized Longitudinal Lateral Vertical Hydrodynamic Transport Relationships 9.1 Fundamentals of Momentum Balances <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | 9.2 Detailed Relationships <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | 9.3 Computational Scheme <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | 9.4 Formulation of the Generalized Longitudinal Lateral Vertical Hydrodynamic Transport Numerical Hydrodynamic Computation <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | 9.5 Numerical Formulation of the Generalized Longitudinal Lateral Vertical Hydrodynamic Transport Relationship <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | 9.6 INTROGLLVHT Model Limitations <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | 10. First-Order Decay and Sediment Relationships 10.1 First-Order Decay 10.2 Decay Rates 10.3 Analytical Solution 10.4 Half-Life from Kinetic Coefficients <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | 10.5 Computation of Residence Time <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | 11. Surface Heat Exchange Relationships 11.1 Approximation to Surface Heat Exchange Formulation <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | 11.2 Excess Temperature <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | 11.3 Short-Wave Solar Radiation 11.4 Coefficient of Surface Heat Exchange and Equilibrium Temperature 11.5 Response Temperature <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | 11.6 Plant Heat Rejection, Pumping Rate, and Temperature Rise <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | 12. Dissolved Oxygen Depression Relationships 12.1 The Dissolved Oxygen Depression Processes <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | 12.2 Analytical Solution of the Dissolved Oxygen Depression Relationship <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | 12.3 Reaeration Formulas for Streams <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | 13. The Water Quality Dissolved Particulate Eutrophication Model 13.1 The Water Quality Dissolved Particulate Model Nutrient Cycles and Processes 13.2 The Water Quality Dissolved Particulate Model Constituent Relationships <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | 13.3 Rates and Constants in the Water Quality Dissolved Particulate Model 13.4 A Higher-Order Water Quality Modeling <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | 14. Sediment Scour and Deposition Relationships 14.1 Sediment Transport Relationships <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | 14.2 Definition of Sediment Rate <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | 14.3 Relationship Between Model Input Parameters <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Glossary B C D <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | E F G H I J K M <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | N P R S <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | T V W Z <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | Index A B C <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | D <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | E F <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | G H I J K L <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | M N O P <\/td>\n<\/tr>\n | ||||||
229<\/td>\n | Q R S <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | T U V <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | W Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Waterbody Hydrodynamic and Water Quality Modeling<\/b><\/p>\n |