語系:
繁體中文
English
說明(常見問題)
回圖書館首頁
手機版館藏查詢
登入
回首頁
切換:
標籤
|
MARC模式
|
ISBD
A Sticky Pursuit of the Threshold Ch...
~
Dunne, Kieran Bernard Jiamin.
FindBook
Google Book
Amazon
博客來
A Sticky Pursuit of the Threshold Channel: The Effect of Cohesion on Alluvial River Channel Geometry.
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
A Sticky Pursuit of the Threshold Channel: The Effect of Cohesion on Alluvial River Channel Geometry./
作者:
Dunne, Kieran Bernard Jiamin.
出版者:
Ann Arbor : ProQuest Dissertations & Theses, : 2019,
面頁冊數:
122 p.
附註:
Source: Dissertations Abstracts International, Volume: 81-03, Section: B.
Contained By:
Dissertations Abstracts International81-03B.
標題:
Geomorphology. -
電子資源:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=13877691
ISBN:
9781085624213
A Sticky Pursuit of the Threshold Channel: The Effect of Cohesion on Alluvial River Channel Geometry.
Dunne, Kieran Bernard Jiamin.
A Sticky Pursuit of the Threshold Channel: The Effect of Cohesion on Alluvial River Channel Geometry.
- Ann Arbor : ProQuest Dissertations & Theses, 2019 - 122 p.
Source: Dissertations Abstracts International, Volume: 81-03, Section: B.
Thesis (Ph.D.)--University of Pennsylvania, 2019.
This item must not be sold to any third party vendors.
One of the simplest questions in riverine science remains unanswered: "What controls the width and depth of rivers?". This question has long been one of concern to scientists who seek to understand both the first-order and higher-order complexities of riverine morphodynamics, as well as to those who use morphological features to interpret past and present climates of Earth and other planetary bodies. Alluvial rivers, rivers that have beds and banks composed of mobile sediment, present an opportunity to understand the relationship between river discharge, bank material, and channel form. A wealth of theoretical and empirical work has demonstrated that coarse-grained rivers (average bed grain size > 10mm) self-organize their hydraulic geometries such that fluid shear stresses in the channel are slightly in excess of the threshold of motion for the bed sediment. By contrast, and in spite of their global prevalence, there exists no satisfactory theory to explain the controls on the hydraulic geometries of fine-grained river systems (average bed grain size < 1mm).To address this, we combine analysis of global channel geometry data sets in combination with examination of a longitudinal river profile as it transits from gravel to sand-bedded, to propose that alluvial rivers adjust their geometry to the threshold-limiting material: the structural component of the river channel that is the most difficult to erode. For coarse-grained rivers it is gravel, but for sand-bedded rivers it is mud (if present). Thus, for gravel-bedded rivers, given that the critical shear stress for bed material is typically larger than that of muddy/sandy banks, their first-order hydraulic geometry may be understood without considering bank composition. For sand-bedded rivers, however, we posit that cohesive bank material is crucial for setting hydraulic geometry.We have developed a novel instrument, designed explicitly for ease of implementation in the field, that is capable of determining the critical shear stress of cohesive sediments in-situ. By directly controlling the fluid shear stress exerted on the substrate, and detecting the onset of erosion by monitoring abrupt changes in the turbidity of the eroding fluid, we are able to determine the threshold of motion for a given cohesive substrate. We use this instrument to test our hypothesis that all alluvial river channels, regardless of grain size, adjust their cross-sectional geometry such that bankfull fluid shear stress is close to the critical shear stress associated with the threshold-limiting material. We have conducted a field investigation on a river in the New Jersey coastal plain to contrast direct measurements of bank toe erodibility against estimations of bankfull shear stress, back-calculated from surveys of channel geometry. From this, we demonstrate that the critical shear stress of the cohesive bank toe material is the first-order attractor for the hydraulic geometry of fine-grained alluvial rivers. We utilize this framework to cast the controls on braided versus single-threaded planform morphologies in terms of a channel's discharge, slope, and threshold-limiting material erodibility, and demonstrate that the presence of cohesive sediment in river banks allows for single-threaded planform morphologies in the overwhelming majority of alluvial river systems.
ISBN: 9781085624213Subjects--Topical Terms:
542703
Geomorphology.
A Sticky Pursuit of the Threshold Channel: The Effect of Cohesion on Alluvial River Channel Geometry.
LDR
:04450nmm a2200349 4500
001
2263226
005
20200214113215.5
008
220629s2019 ||||||||||||||||| ||eng d
020
$a
9781085624213
035
$a
(MiAaPQ)AAI13877691
035
$a
AAI13877691
040
$a
MiAaPQ
$c
MiAaPQ
100
1
$a
Dunne, Kieran Bernard Jiamin.
$3
3540309
245
1 0
$a
A Sticky Pursuit of the Threshold Channel: The Effect of Cohesion on Alluvial River Channel Geometry.
260
1
$a
Ann Arbor :
$b
ProQuest Dissertations & Theses,
$c
2019
300
$a
122 p.
500
$a
Source: Dissertations Abstracts International, Volume: 81-03, Section: B.
500
$a
Advisor: Jerolmack, Douglas J.
502
$a
Thesis (Ph.D.)--University of Pennsylvania, 2019.
506
$a
This item must not be sold to any third party vendors.
520
$a
One of the simplest questions in riverine science remains unanswered: "What controls the width and depth of rivers?". This question has long been one of concern to scientists who seek to understand both the first-order and higher-order complexities of riverine morphodynamics, as well as to those who use morphological features to interpret past and present climates of Earth and other planetary bodies. Alluvial rivers, rivers that have beds and banks composed of mobile sediment, present an opportunity to understand the relationship between river discharge, bank material, and channel form. A wealth of theoretical and empirical work has demonstrated that coarse-grained rivers (average bed grain size > 10mm) self-organize their hydraulic geometries such that fluid shear stresses in the channel are slightly in excess of the threshold of motion for the bed sediment. By contrast, and in spite of their global prevalence, there exists no satisfactory theory to explain the controls on the hydraulic geometries of fine-grained river systems (average bed grain size < 1mm).To address this, we combine analysis of global channel geometry data sets in combination with examination of a longitudinal river profile as it transits from gravel to sand-bedded, to propose that alluvial rivers adjust their geometry to the threshold-limiting material: the structural component of the river channel that is the most difficult to erode. For coarse-grained rivers it is gravel, but for sand-bedded rivers it is mud (if present). Thus, for gravel-bedded rivers, given that the critical shear stress for bed material is typically larger than that of muddy/sandy banks, their first-order hydraulic geometry may be understood without considering bank composition. For sand-bedded rivers, however, we posit that cohesive bank material is crucial for setting hydraulic geometry.We have developed a novel instrument, designed explicitly for ease of implementation in the field, that is capable of determining the critical shear stress of cohesive sediments in-situ. By directly controlling the fluid shear stress exerted on the substrate, and detecting the onset of erosion by monitoring abrupt changes in the turbidity of the eroding fluid, we are able to determine the threshold of motion for a given cohesive substrate. We use this instrument to test our hypothesis that all alluvial river channels, regardless of grain size, adjust their cross-sectional geometry such that bankfull fluid shear stress is close to the critical shear stress associated with the threshold-limiting material. We have conducted a field investigation on a river in the New Jersey coastal plain to contrast direct measurements of bank toe erodibility against estimations of bankfull shear stress, back-calculated from surveys of channel geometry. From this, we demonstrate that the critical shear stress of the cohesive bank toe material is the first-order attractor for the hydraulic geometry of fine-grained alluvial rivers. We utilize this framework to cast the controls on braided versus single-threaded planform morphologies in terms of a channel's discharge, slope, and threshold-limiting material erodibility, and demonstrate that the presence of cohesive sediment in river banks allows for single-threaded planform morphologies in the overwhelming majority of alluvial river systems.
590
$a
School code: 0175.
650
4
$a
Geomorphology.
$3
542703
650
4
$a
Limnology.
$3
545788
650
4
$a
Aquatic sciences.
$3
3174300
650
4
$a
Hydrologic sciences.
$3
3168407
650
4
$a
Marine geology.
$3
3173821
650
4
$a
Water resources management.
$3
794747
690
$a
0484
690
$a
0388
690
$a
0556
690
$a
0792
690
$a
0595
690
$a
0793
710
2
$a
University of Pennsylvania.
$b
Earth and Environmental Science.
$3
3540310
773
0
$t
Dissertations Abstracts International
$g
81-03B.
790
$a
0175
791
$a
Ph.D.
792
$a
2019
793
$a
English
856
4 0
$u
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=13877691
筆 0 讀者評論
館藏地:
全部
電子資源
出版年:
卷號:
館藏
1 筆 • 頁數 1 •
1
條碼號
典藏地名稱
館藏流通類別
資料類型
索書號
使用類型
借閱狀態
預約狀態
備註欄
附件
W9415460
電子資源
11.線上閱覽_V
電子書
EB
一般使用(Normal)
在架
0
1 筆 • 頁數 1 •
1
多媒體
評論
新增評論
分享你的心得
Export
取書館
處理中
...
變更密碼
登入