Principles of surface water quality modeling and controlThis book teaches the fundamentals and principles which underlie the mathematical modeling techniques used to analyze the quality of surface waters. The text first provides an overview of the different bodies of water in which water quality problems need to be addressed before examining specific problems that occur across all bodies of water. |
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Page 72
s{x„ t), mg/B (b) Time Lambertville (26.1 mi) Trenton (40.3 mi) 1.0 1.5 2.0 2.5 Time
after dump, days (c) Figure 2.17 Dispersive stream quality response to pulse
input, (a) As a function of distance at times f, and t2 (note symmetry), (b)
Response ...
s{x„ t), mg/B (b) Time Lambertville (26.1 mi) Trenton (40.3 mi) 1.0 1.5 2.0 2.5 Time
after dump, days (c) Figure 2.17 Dispersive stream quality response to pulse
input, (a) As a function of distance at times f, and t2 (note symmetry), (b)
Response ...
Page 133
00 19.63 18.14 18.15 59.63 59.63 In part (a) note that the mass entering seg. 2 —
primarily by advection — exits seg. 1 in the diversion flow. In part (b) the amount
is significantly reduced since boundary advection is absent. Finally, in part (c) ...
00 19.63 18.14 18.15 59.63 59.63 In part (a) note that the mass entering seg. 2 —
primarily by advection — exits seg. 1 in the diversion flow. In part (b) the amount
is significantly reduced since boundary advection is absent. Finally, in part (c) ...
Page 144
Note that, since s0 is less than /0, r0 will always be a negative number.
Substitution of Eqs. 3.53 and 3.54 into Eq. 3.55, yields r„ < ^-? 1 (3.56) -'(l+T0)2+7
, Thus, the relative error introduced at the outfall due to finite segmentation (r0) is
a ...
Note that, since s0 is less than /0, r0 will always be a negative number.
Substitution of Eqs. 3.53 and 3.54 into Eq. 3.55, yields r„ < ^-? 1 (3.56) -'(l+T0)2+7
, Thus, the relative error introduced at the outfall due to finite segmentation (r0) is
a ...
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Contents
Rivers and Streams | 29 |
Estuaries Bays and Harbors | 91 |
Lakes | 173 |
Copyright | |
8 other sections not shown
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Principles of Surface Water Quality Modeling and Control Robert V. Thomann,John A. Mueller No preview available - 1987 |
Common terms and phrases
analysis approximately aquatic assumed average bacteria biomass calculated CBOD CBODU chemical chlorophyll coliform completely mixed constant decay rate deficit depth discharge dispersion coefficient dissolved oxygen distribution downstream effect effluent epilimnion estimate estuary eutrophication Figure finite difference fish flow given heat Hydroscience hypolimnion increase indicated input lake layer lb/day load loss rate m/day mass balance maximum measured mg/l NBOD nitrification nitrogen Note nutrient organic outfall oxidation parameters particulate partition coefficient phosphorus photosynthesis phytoplankton plant point source range ratio reduced relationship respiration result river runoff salinity Sample Problem saturation sediment segment settling shown in Fig shows steady stream substance surface Table Thomann tidal Toro total phosphorus toxicant treatment upstream uptake USEPA values variable velocity vertical waste water body water column water quality water quality modeling water temperature zero zooplankton
Bibliographic information
| Title | Principles of surface water quality modeling and control |
| Authors | Robert V. Thomann, John A. Mueller |
| Edition | illustrated |
| Publisher | Harper & Row, 1987 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0060466774, 9780060466770 |
| Length | 644 pages |
| Subjects | › › Nature / Natural Resources Science / Earth Sciences / Hydrology Science / Environmental Science Science / Life Sciences / General Technology & Engineering / Environmental / Water Supply Water quality Water quality - Mathematical models Water quality management Water quality management - Mathematical models Water quality management/ Mathematical models Water quality/ Mathematical models |
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