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Calibration of a distributed routing rainfall-runoff model at four urban sites near Miami, Florida / / by W. Harry Doyle, Jr. and Jeffrey E. Miller
| Calibration of a distributed routing rainfall-runoff model at four urban sites near Miami, Florida / / by W. Harry Doyle, Jr. and Jeffrey E. Miller |
| Autore | Doyle W. Harry |
| Pubbl/distr/stampa | NSTL Station, Mississippi : , : U.S. Geological Survey, , 1980 |
| Descrizione fisica | 1 online resource (vii, 87 pages) : illustrations, maps |
| Collana | Water-resources investigations |
| Soggetto topico |
Runoff - Florida - Miami Region - Mathematical models
Rain and rainfall - Florida - Miami Region Runoff - Mathematical models Rain and rainfall |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910713895603321 |
Doyle W. Harry
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| NSTL Station, Mississippi : , : U.S. Geological Survey, , 1980 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Evaluation of future base-flow water-quality conditions in the Hillsborough River, Florida / / by Mario Fernandez, Jr., Carole L. Goetz, and Jeffery E. Miller
| Evaluation of future base-flow water-quality conditions in the Hillsborough River, Florida / / by Mario Fernandez, Jr., Carole L. Goetz, and Jeffery E. Miller |
| Autore | Fernandez Mario |
| Pubbl/distr/stampa | Tallahassee, Florida : , : U.S. Geological Survey, , 1984 |
| Descrizione fisica | 1 online resource (iv, 47 pages) : illustrations, maps |
| Collana | Water-resources investigations report |
| Soggetto topico |
Water quality - Florida - Mathematical models
Water - Pollution - Florida - Mathematical models Water - Pollution - Mathematical models Water quality - Mathematical models |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910713384703321 |
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Fernandez Mario
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| Tallahassee, Florida : , : U.S. Geological Survey, , 1984 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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