El objetivo principal de este libro es presentar una colecciĆ³n de ejercicios prĆ”cticos resueltos para el diseƱo de los tratamientos de depuraciĆ³n de aguas residuales y potables. Cada tratamiento se ha estudiado en un capĆtulo diferente, donde los ejercicios estĆ”n ordenados por nivel de dificultad, y donde primero se presentan los ejercicios resueltos y luego se proponen otros en los que sĆ³lo se da la soluciĆ³n final.No obstante, el libro no es una mera colecciĆ³n de ejercicios resueltos y propuestos, sino que pretende ser un libro completo. Al inicio de cada capĆtulo se ha incluido una breve introducciĆ³n teĆ³rica, donde se presentan los conceptos teĆ³ricos mĆ”s importantes y las ecuaciones que se van a utilizar en la resoluciĆ³n de los ejercicios. AdemĆ”s, al final de cada capĆtulo se han incluido una serie de tablas y datos de referencia que recogen los principales parĆ”metros de diseƱo para cada tratamiento, bĆ”sicos para resolver los ejercicios, pero tambiĆ©n para analizar y discutir los resultados obtenidos o resolver nuevos problemas de diseƱo.El enfoque prĆ”ctico que se ha querido dar a este libro se ha completado con una colecciĆ³n de prĆ”cticas de laboratorio, centradas fundamentalmente en el anĆ”lisis y caracterizaciĆ³n de aguas residuales y potables.
eBook - PDF
Tratamiento de aguas
Ejercicios resueltos y prƔcticas de laboratorio
- 398 pages
- English
- PDF
- Available on iOS & Android
eBook - PDF
Tratamiento de aguas
Ejercicios resueltos y prƔcticas de laboratorio
About this book
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Information
224
EjerciciosĀ
propuestosĀ
yĀ
resueltos
CuadrosĀ
yĀ
datosĀ
deĀ
referencia
CuadroĀ
11.1:
PropiedadesĀ
īpicasĀ
deĀ
diferentesĀ
mediosĀ
deĀ
ļ¬ltraciĆ³n.Ā
Fuente:Ā
MetcalfĀ
&Ā
EddyĀ
(2004);Ā
M.Ā
L.Ā
DavisĀ
(2010)
MedioĀ
ļ¬ltrante
TamaƱoĀ
efecīvo
(mm)
PesoĀ
especĆļ¬co
Porosidad
Esfericidad
Antracita
0,45-0,55Ā
1Ā
0,8-1,2Ā
2
1,4-1,75
0,56-0,60
0,40-0,60
Arena
0,3-0,6
2,55-2,65
0,40-0,46
0,75-0,85
Granate
0,2-0,4
3,8-4,3
0,42-0,55
0,60-0,80
Ilmenita
0,2-0,4
4,5
0,40-0,55
-
FibrasĀ
sintĆ©īcas
-
-
0,87-0,89
-
1
CuandoĀ
seĀ
uīlizaĀ
sĆ³la.
2
CuandoĀ
seĀ
uīlizaĀ
comoĀ
parteĀ
deĀ
unĀ
medioĀ
ļ¬ltranteĀ
dual.
CuadroĀ
11.2:
CriteriosĀ
deĀ
diseƱoĀ
īpicosĀ
paraĀ
ļ¬ltrosĀ
granularesĀ
deĀ
unĀ
soloĀ
medio.Ā
Fuente:Ā
M.Ā
L.Ā
DavisĀ
(2010)
P
arƔmetro
I
ntervalo
Arena
Antracita
TamaƱoĀ
efecīvoĀ
(mm)
0,35-0,70Ā
0,70-0,75Ā
Coeļ¬cienteĀ
deĀ
uniformidad
1,3-1,8
1,3-1,8
Coeļ¬cienteĀ
deĀ
forma
0,7-0,95
0,46-0,73
Porosidad
0,4-0,47
0,53-0,60
DensidadĀ
especĆļ¬ca
2,65
1,45-1,75
ProfundidadĀ
delĀ
lechoĀ
(m)
0,6-0,75
0,6-0,75
VelocidadĀ
deĀ
ļ¬ltraciĆ³nĀ
(m/h)
5-12
5-12
VelocidadĀ
delĀ
retrolavadoĀ
(m/h)
30-60
37-45
DuraciĆ³nĀ
delĀ
retrolavadoĀ
(min)
10-20
10-20
Table of contents
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Yes, you can access Tratamiento de aguas by RubĆ©n Miranda, Mercedes Oliet, Teresa PĆ©rez-Corona, Alonso Rubio, Yolanda Madrid, Juan Carlos DomĆnguez, Patricia GĆ³mez in PDF and/or ePUB format, as well as other popular books in Technology & Engineering & Environmental Management. We have over 1.5 million books available in our catalogue for you to explore.