This document summarizes the contents and structure of a university class on river engineering. It includes:
- An introduction to the class format, including introductions, surveys, TAs, and file sharing.
- An overview of topics to be taught by the professor, including fluid mechanics, sediment transport, modeling, bed morphology, and river types.
- A discussion of student projects where students will teach topics related to the class material.
1. DHN
INGENIERIA DE RIOS
LOGISTICA
Jorge D. Abad
Assistant Professor
Dept. of Civil and Environmental Engineering
University of Pittsburgh
http://www.pitt.edu/~jabad/
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
2. Earth Processes & Environmental Flows (EPEF): The team
http://www.pitt.edu/~jabad/
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
3. Immediate business to take care …
1. Introductions: list of students
2. Survey (first day)
3. TAs (Ronald and Christian)
4. Files will be uploaded into a group website for the class
Christian will take of that
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
4. DHN
INGENIERIA DE RIOS
Introduction to the class,
Contents (I will teach) and
Projects (You will teach)
Jorge D. Abad
Assistant Professor
Dept. of Civil and Environmental Engineering
University of Pittsburgh
http://www.pitt.edu/~jabad/
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
5. Some history
Einstein arrives in the United States
on October 12, 1937. Photograph
from the New York Times,
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
6. Logistics: [1] References for this class
Handouts
Journal papers
Conference papers
Other
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
7. Contents of the course
I will teach
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
9. Fluid flow, sediment transport and bed morphology
1D, 2D and 3D modeling
Courtesy: Jim Best (Univ. of Illinois)
See all movies
10. Types of rivers Gary’s e-book
Bedload channels
Mixed load channels
Suspended load channels
Bed load and suspended load
50g/m/s, 7.0 mm (D50)
50g/m/s, 0.14 mm (D50)
Schumm (1981-1985)
11. Sediment transport
Schmeeckle and Nelson (2003)
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
12. Bed morphology and sediment transport
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
13. Sediment transport and bed morphology interaction
Schmeeckle et al. (1999)
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
15. Bedform dynamics
Types of bedforms (Roscoe G. Jackson II, 1975)
Macroforms: (point bars)
are defined by morphological
regime
National Geographic
Mesoforms: (dunes) Randal Dinehart – Dunes at Garcia
respond to flow conditions in Point
the outer zone of the Bend, Sacramento River
turbulent boundary layer Bar
Parsons et al. (2005)
Microforms: (current Point
lineations, ripples) are
governed by the flow Bar
structure in the inner zone
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
16. An schematic of bedforms
From ASCE Sedimentation Manual– Marcelo H Garcia
20. Bed morphology at the channel centerline
Time = 4 hr
Time = 5 hr
Time = 6 hr
Abad and Garcia (2009)
Water Resources Research
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
22. flow
5 flow
m
7
9
300 250 200 m 150 100 50 0
Parsons et al. (2005)
23. MBES of Parana - Paraguay junction
río Paraguay
río Paraná
24. MBES survey of St Clair River, at exit to Lake Huron. July 2008
Detail St Clair River – bar with
superimposed dunes (all in fine gravels!)
25. Garcia Bend in Sacramento River, California, USA
Randal Dinehart
University of Pittsburgh
Department of Civil and Environmental Engineering EPEF group
29. Types of rivers
morphodynamic signature at floodplain scale
Meandering Braided Anastomosing
Purus river, Brazil (Qm~5521 m3/s) Brahmaputra river Mackenzie River, Canada
Qm ~ 21,261 m3/s Qm ~ 10,700 m3/s
Anabranching
Qm>17000 m3/s
Solimões–Amazon, Brazil
(Qm~55,600 m3/s)
30. 2B Sun et. al. (2001)
D
Inner bank Outer bank
2762 years
(a)2B/D=20, Sfp=0.00067
(b)2B/D=26, Sfp=0.00067 3263 years
(c)2B/D=20, Sfp=0.00268
2B/H : width to depth ratio
Sfp : Slope of the floodplain
4000 years