GPS-X Technical Reference

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D-6 Appendix D – References Reilly, P. M., and Blau, G. E., "The Use of Statistical Methods to Build Mathematical Models of Chemical Reacting Systems", Can. J. Chem. Eng., 52, 289 (1974). Reilly, P. M., Barjramovic, R., Blau, G. E., Branson, D. R., and Saverhoff, M. J., Guidelines for the Optimal Design of Experiments to Estimate Parameters in First Order Kinetic Models. Can. J. Chem. Eng., 55, 614 (1977). Rosen, C., and Jeppsson, U. (2002) Anaerobic COST Benchmark Model Description, Version 1.2., Department of Electrical Engineering and Automation, Lund University, Sweden. Rosen, C., Vrecko, D., Gernaey, K.V., and Jeppsson, U. (2005). Implementing ADM1 for benchmark simulations in MATLAB/Simulink. Proceedings of the First International Workshop on the IWA Anaerobic Digestion Model No. 1 (ADM1). Lyngby, Denmark, September 2-4. Rittmann, B. (1993). The Significance of Biofilms in Porous Media. Wat. Res. Vol. 29, No. 7, pp. 2195-2202. Siebritz, I. P., Ekama, G. A. and Marais, G. v. R. (1980). Excess Biological Phosphorus Removal in the Activated Sludge Process at Warm Temperature Climates. In: Waste Treatment and Utilization - Volume 2 (C. W. Robinson, M. Moo-Young and G. J. Farquhar, eds.). Pergamon Press, Toronto. Smith, A. A., Hinton, E. and Lewis, R. W. (1983). Civil Engineering Systems Analysis and Design. Wiley and Sons Ltd., Toronto. Smolders, G. J. F., van der Meij, J., van Loosdrecht, M. C. M. and Heijnen, J .J. (1994). Model of the Anaerobic Metabolism of the Biological Phosphorus Removal Process - Stoichiometry and pH Influence. Biotechnology and Bioengineering Vol.44, pp. 461-470 Spector, M. (1977). Production of Non-bulking Activated Sludge. U.S. Patent 4 056 465. Spengel, D. B., and Dzombak, D. A. (1992). Biokinetic Modeling and Scale-up Considerations for Rotating Biological Contactors. Wat. Env. Res. Vol. 64, No.3, pp. 223-235. Strand, S. E. (1986). Model of Ammonia and Carbon Oxidation in Biofilms. J. Env. Eng., Vol. 112, No. 4, pp. 785-804. Steiner, E. C., Rey, T.D., and McCroskey, P. S., SimuSolv Reference Guide. The Dow Chemical Company, Midland, MI, Vol. 2 (1990b). Suidan, M. T. and Wang, Y. T. (1985) Unified Analysis of Biofilm Kinetics. J. Env. Eng., Vol. 111, No. 5, pp. 634-646. Takacs, I., Patry, G. G., Nolasco, D. (1991). A Dynamic Model of the Clarification- Thickening Process. Water Research, Vol. 25, No. 10, pp. 1263-1271. Thirumurthi, D. (1974). Design Criteria for Waste Stabilization Ponds. Journal of Water Pollution Control Federation. 46, 2094-2106. GPS-X Technical Reference
Appendix D –References D-7 U.S. Environmental Protection Agency (USEPA), Office of Research and Development. (1989) Design Manual: Fine Pore Aeration Systems. EPA/625/1- 89/023. U.S. E.P.A., Cinncinati, OH. Van Haandel, A. C., Ekama G. A. and Marais G. v. R. (1981). The Activated Sludge Process: Part 3 - Single Sludge Denitrification. Water Research, 15, 1135-1152. Vavilin, V. A., Vasiliev, V. B., Rytov, S. V., Ponorarev, A. V., "Modeling Ammonia and Hydrogen Sulfide Inhibition in Anaerobic Digestion", Wat. Res., Vol. 29, No. 3, pp. 827-835, 1995. Vayenas, D. V. and Lyberatos, G. (1994). A Novel Model for Nitrifying Trickling Filters. Wat. Res. Vol. 28, No. 6, pp. 1275-1284. Vesilind, A. P. (1968). Discussion of "Evaluation of Activated Sludge Thickening Theories", by R. I. Dick, B. B. Ewing, J. sanit. Engng Div. Am. Soc. Civ. Engrs. 94, 185-191. Wanner, O. and Gujer, W. (1986). A Multispecies Biofilm Model. Biotech. and Bioeng. Vol.. 28, pp. 314-328. Wasserman, Philip D., (1989). Neural Computing, Theory and Practice, Van Nostrand Reinhold, New York. Wentzel, M. C.; Lotter, L. H.; Loewenthal, R. E.; and Marais G. v. R. (1986). Metabolic Behaviour of Acinetobacter spp. in Enhanced Biological Phosphorus Removal - A Biochemical Model. Water SA, Vol. 12. No. 4. October. Wentzel, M. C., Lotter, L. H., Loewenthal, R. E. and Marais, G. v. R. (1986). Metabolic Behaviour of Acinetobacter spp. in Enhanced Biological Phosphorus Removal. Water SA, 12, 209-224. Wentzel, M. C., Dold, P. L., Ekama, G. A. and Marais, G. v. R. (1985). Kinetics of Biological Phosphorus Release. Wat. Sci. Tech., 17, 57-71. Wentzel, M. C., Ekama, G. A., Loewenthal, R. E., Dold, P. L. and Marais, G. v. R. (1989a). Enhanced Polyphosphate Organism Cultures in Activated Sludge Systems. Part II: Experimental behaviour. Water SA, 15, 71-88. Wentzel, M. C., Dold, P. L., Ekama, G. A. and Marais, G. v. R. (1989b). Enhanced Polyphosphate Organism Cultures in Activated Sludge Systems. Part III: Kinetic model. Water SA, 15, 89-102. Wentzel, M C, Ekama, G A and Marais, G v R (1991). Kinetics of Nitrification Denitrification Biological Excess Phosphorus Removal Systems - A Review. Wat. Sci. Tech., 23, 555-565. Wentzel, M. C., Lotter, L. H., Ekama, G. A., Loewenthal, R. E. and Marais, G. v. R. (1991). Evaluation of Biochemical Models for Biological Excess Phophorus Removal. Wat. Sci. Tech., 23, 567-576. Water Environment Research Foundation (WERF) (1995). Comparison of UV Irradiation to Chlorination: Guidance for Achieving Optimal UV Performance. Water Environment Research Foundation Final Project Report - Project 91-WWD-1. Alexandria, VA. GPS-X Technical Reference
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GPS-X Technical Reference GPS-X Ver
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Table of Contents iii Table of Cont
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v Table of Contents Sedimentation M
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vii Table of Contents Real Time Clo
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ix Table of Contents Figure 6-6 - P
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xi Table of Contents Figure 10-8 -
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xiii Table of Contents Figure 15-6
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xv Table of Contents Table 6-2 - Mo
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17 Modelling Fundamentals Experimen
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19 Modelling Fundamentals The proce
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21 Modelling Fundamentals Overview
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23 Modelling Fundamentals Primary a
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25 Modelling Fundamentals Vesilin
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27 GPS-X Objects CHAPTER 2 GPS-X Ob
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29 GPS- X Objects The mass balance
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31 GPS- X Objects Combining Equatio
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33 GPS-X State Variable Libraries S
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35 GPS-X State Variable Libraries C
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37 GPS-X State Variable Libraries C
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39 GPS-X Composite Variable Librari
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41 GPS-X Composite Variable Calcula
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55 Composite Variable Calculations
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61 Influent Models CHAPTER 5 Influe
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63 Influent Models Figure 5-3 - Inf
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65 Influent Models The three influe
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67 Influent Models Total runoff (Q
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69 Influent Models These inputs are
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71 Influent Models CODFractions COD
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73 Influent Models TSSCOD Figure 5-
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75 Influent Models Figure 5-13 - CN
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77 Influent Models CN and CNIP Libr
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83 Influent Models INFLUENT OBJECTS
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85 Influent Models Figure 5-22 - In
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87 Influent Models Chemical Dosage
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89 Influent Models Figure 5-29 - Ac
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91 Influent Models Figure 5-33 - Se
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93 Influent Models Figure 5-36 - Se
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95 Suspended Growth Models where: V
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97 Suspended Growth Models The baro
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99 Suspended Growth Models Oxygen M
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101 Suspended Growth Models In the
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103 Suspended Growth Models The SOT
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105 Suspended Growth Models Standar
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107 Suspended Growth Models The reg
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109 Suspended Growth Models SUMMARY
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111 Suspended Growth Models Figure
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113 Suspended Growth Models General
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115 Suspended Growth Models Number
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117 Suspended Growth Models Elevati
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121 Suspended Growth Models AERATIO
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123 Suspended Growth Models The ent
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125 Suspended Growth Models The org
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127 Suspended Growth Models Process
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129 Suspended Growth Models It i
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131 Suspended Growth Models Nitroge
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133 Suspended Growth Models Include
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135 Suspended Growth Models
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137 Suspended Growth Models Althoug
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139 Suspended Growth Models Particu
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141 Suspended Growth Models 9. Grow
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143 Suspended Growth Models 21. Sto
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145 Suspended Growth Models 33. Gro
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147 Suspended Growth Models To mode
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149 Suspended Growth Models Algebra
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151 Suspended Growth Models The sto
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153 Suspended Growth Models Decay o
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155 Suspended Growth Models SUGGEST
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157 Suspended Growth Models Special
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159 Suspended Growth Models Table 6
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161 Suspended Growth Models The GPS
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163 Suspended Growth Models where:
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165 Suspended Growth Models The max
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167 Suspended Growth Models If yo
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169 Suspended Growth Models ANAEROB
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171 Suspended Growth Models Simple
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173 Suspended Growth Models With th
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175 Suspended Growth Models Manual
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177 Suspended Growth Models Equatio
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179 Suspended Growth Models The met
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181 Suspended Growth Models Pond Mo
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183 Suspended Growth Models Special
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185 Suspended Growth Models Se
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187 Suspended Growth Models aerated
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193 Suspended Growth Models Calcula
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195 Suspended Growth Models The vap
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197 Suspended Growth Models Oxygen
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199 Suspended Growth Models Estimat
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203 Suspended Growth Models Enterin
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209 Suspended Growth Models MODELLI
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211 Suspended Growth Models TEMPERA
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213 Suspended Growth Models Table 6
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215 Suspended Growth Models The PAC
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217 Suspended Growth Models CHAPTER
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219 Attached-Growth Models Each lay
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221 Attached-Growth Models Equation
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223 Attached-Growth Models The mode
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225 Attached-Growth Models The phys
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227 Attached-Growth Models Liquid F
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229 Attached-Growth Models This con
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231 Attached-Growth Models The next
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233 Attached-Growth Models The SBC
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235 Attached-Growth Models Based on
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237 Attached-Growth Models Operatio
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239 Attached-Growth Models Hydrauli
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241 Attached-Growth Models ADVANCED
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243 Attached-Growth Models Filtrati
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245 Attached-Growth Models Operatio
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247 Attached-Growth Models This for
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249 Attached-Growth Models HYBRID S
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251 Attached-Growth Models Figure 7
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253 Sedimentation and Flotation Mod
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267 Sand Filtration Models Floatati
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269 Sand Filtration Models The back
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271 Sand Filtration Models The mass
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273 Sand Filtration Models Figure 9
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275 Digestion Models Figure 10-1 -
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277 Digestion Models Seven yield co
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279 Digestion Models Based on the a
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281 Digestion Models Combining the
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283 Digestion Models The Operationa
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285 Digestion Models Kinetic and St
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287 Digestion Models The rest of th
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291 Digestion Models ADM1 State Var
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293 Digestion Models AEROBIC DIGEST
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297 Other Models CHAPTER 11 Other M
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299 Others Models High volume for p
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301 Others Models The sludge pretre
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303 Others Models With a large over
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305 Others Models Dosage Controller
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307 Others Models The set of above
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309 Others Models There are three p
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311 Others Models DISINFECTION UNIT
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313 Others Models DEWATERING Four m
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315 Others Models The optimal polym
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317 Others Models DISC AND BELT MIC
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319 Others Models Figure 11-12 - Pl
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321 Others Models Physical Setup Fo
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323 Others Models Exponential const
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325 Others Models BLACK BOX The Bla
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327 Tools Object Figure 11-19 - Spe
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329 Tools Object Figure 11-21 - Inp
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331 Tools Object Typical Model Outp
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333 Tools Object The variable speed
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335 Tools Object SLUDGE EFFLUENT BU
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337 Tools Object PH TOOL Take a sam
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339 Tools Object These concentratio
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341 Tools Object LOW-PASS FILTERING
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343 Tools Object Control Variable P
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345 Tools Object The individual mod
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347 Tools Object PID in Position Fo
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349 Tools Object The following para
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351 Tools Object The controller tun
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353 Tools Object When both the proc
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355 Tools Object TIMER CONTROL The
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357 Tools Object Controller - The c
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359 Tools Object (qcon is the crypt
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361 Operating Cost Models CHAPTER 1
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363 Operating Cost Models The energ
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365 Operating Cost Models OPERATING
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367 Operating Cost Models OPERATING
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369 Operating Cost Models CALIBRATI
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371 Operating Cost Models Category
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373 Optimizer If after the reflecti
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375 Optimizer In the objective func
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377 Optimizer Figure 14-2 - Optimiz
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379 Optimizer Figure 14-3 - Example
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381 Optimizer SUMMARY OF THE OPTIMI
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383 Optimizer Use specified standar
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385 Optimizer Level of significance
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387 Optimizer APPENDIX A: MAXIMUM L
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389 Optimizer In GPS-X the log-like
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391 Optimizer Note that the user ca
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393 Optimizer Gradient of the Objec
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395 Optimizer Hessian of the Object
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397 Optimizer For the maximum likel
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399 Optimizer Percentage Variation
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401 Optimizer GPS-X reports the F-v
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403 Optimizer The sum of squares ra
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405 Optimizer To check for violatio
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407 Optimizer If the sample autocor
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409 Optimizer APPENDIX C: NOMENCLAT
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411 Optimizer APPENDIX D: REFERENCE
Page 413 and 414: 413 Miscellaneous CHAPTER 15 Miscel
Page 415 and 416: 415 Miscellaneous As compared to th
Page 417 and 418: 417 Miscellaneous A typical GPS-X o
Page 419 and 420: 419 Miscellaneous RESIDUAL PLOTS Fo
Page 421 and 422: 421 Miscellaneous Figure 15-6 - Res
Page 423 and 424: 423 Miscellaneous REAL TIME CLOCK T
Page 425 and 426: 425 Miscellaneous Figure 15-9 - Ste
Page 427 and 428: 427 Miscellaneous Figure 15-11 - In
Page 429 and 430: 429 Miscellaneous The smoothing fun
Page 431 and 432: 431 Miscellaneous The Gear's Stiff
Page 433 and 434: Appendix A - Petersen Matrices A-1
Page 437 and 438: ASM2d in CNPLIB Appendix A - Peters
Page 439 and 440: 15 Lysis of XBP 16 Lysis of XPP 17
Page 443 and 444: NewGeneral in CNPLIB Appendix A - P
Page 445 and 446: NewGeneral in CNPLIB Appendix A - P
Page 447 and 448: Component i Process Rates Appendix
Page 449: Appendix A - Petersen Matrices A-17
Page 452 and 453: 2 Appendix A - Prefermenter Peterse
Page 460 and 461: D-2 Appendix D - References Brockwe
Page 462 and 463: D-4 Appendix D - References Hur, D.
Page 466: D-8 Appendix D - References Wuhrman
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