Characterizing Permeable-Pavement System Water Flow Using the Cumulative Hydrograph Model Approach

2018 ◽  
Vol 24 (4) ◽  
pp. 05018003
Author(s):  
Christopher Jabonero ◽  
Hyunsik Hwang ◽  
Wuguang Lin ◽  
Yoon-Ho Cho
Keyword(s):  
Water Flow ◽  
Permeable Pavement ◽  
System Water ◽  
Permeable Pavement System ◽  
Model Approach

The Water Quality and Quantity Performance of a Permeable Pavement System in Louisville, KY

2015 ◽  
Vol 2015 (9) ◽  
pp. 2861-2876
Author(s):  
Hamidreza Kazemi ◽  
Sam Abdollahian ◽  
Thomas D Rockaway ◽  
Joshua Rivard
Keyword(s):  
Water Quality ◽  
Permeable Pavement ◽  
Water Quality And Quantity ◽  
Permeable Pavement System

Removing heavy metals using permeable pavement system with a titanate nano-fibrous adsorbent column as a post treatment

Chemosphere ◽  
2017 ◽  
Vol 168 ◽  
pp. 467-473 ◽  
Author(s):  
Danious Pratheep Sounthararajah ◽  
Paripurnanda Loganathan ◽  
Jayakumar Kandasamy ◽  
Saravanamuthu Vigneswaran
Keyword(s):  
Heavy Metals ◽  
Post Treatment ◽  
Permeable Pavement ◽  
Permeable Pavement System

Quantifying evaporation in a permeable pavement system

2014 ◽  
Vol 29 (9) ◽  
pp. 2100-2111 ◽  
Author(s):  
Robert A. Brown ◽  
Michael Borst
Keyword(s):  
Permeable Pavement ◽  
Permeable Pavement System

scholarly journals Combined Modelling of Groundwater Table and Open Water Level in Raised Mires

1996 ◽  
Vol 27 (4) ◽  
pp. 231-246 ◽  
Author(s):  
J. F. M. Spieksma ◽  
J. M. Schouwenaars ◽  
J. Blankenburg
Keyword(s):  
Soil Water ◽  
Water Flow ◽  
Standard Error ◽  
Open Water ◽  
Model Concept ◽  
Groundwater Levels ◽  
Flow Models ◽  
Soil Water Flow ◽  
Better Than ◽  
Model Approach

Wetlands are mostly characterized by a large proportion of open water and frequent inundation. In most soil water flow models little attention is payed to phenomena related to open water. In this study, limitations of one dimensional soil water flow models in wetlands are identified. A simple model approach for incorporating the relation between open water and groundwater in soil water flow models is introduced. This model concept is implemented in an extended version of the SWATRE model and tested with data from three lowland raised mires (Engbertdijksvenen, Fochteloërveen (The Netherlands) and Leegmoor (Germany)). The model runs are evaluated by comparing measured and calculated groundwater levels. Results show that the runs with the extended SWATRE model (Standard Error of estimate 4.32-10.9 cm) are considerably better than runs with the standard SWATRE model (Standard Error of estimate 17.6-33.2 cm). It is concluded that a modified quasi two-dimensional approach improves the simulation of water table fluctuations in wetlands.

PREFERENTIAL WATER FLOW IN A FROZEN SOIL — A TWO-DOMAIN MODEL APPROACH

1996 ◽  
Vol 10 (10) ◽  
pp. 1305-1316 ◽  
Author(s):  
MANFRED STÄHLI ◽  
PER-ERIK JANSSON ◽  
LARS-CHRISTER LUNDIN
Keyword(s):  
Water Flow ◽  
Frozen Soil ◽  
Domain Model ◽  
Preferential Water ◽  
Model Approach

Modeling the Hydrologic Processes of a Permeable Pavement System

2015 ◽  
Vol 20 (5) ◽  
pp. 04014070 ◽  
Author(s):  
Joong Gwang Lee ◽  
Michael Borst ◽  
Robert A. Brown ◽  
Lewis Rossman ◽  
Michelle A. Simon
Keyword(s):  
Permeable Pavement ◽  
Hydrologic Processes ◽  
Permeable Pavement System

Implementation of the stormwater management system in Almaty based on the experience of the united states

2021 ◽  
Vol 80 (2) ◽  
pp. 293-300
Author(s):  
M.G. Mussakhanova ◽  
◽  
B.H. Tusupova ◽  
L.S. Kurbanova ◽  
◽  
...  
Keyword(s):  
United States ◽  
Stormwater Management ◽  
Management System ◽  
Stormwater Runoff ◽  
The United States ◽  
Appropriate Technology ◽  
Storm Runoff ◽  
Permeable Pavement ◽  
The City ◽  
Permeable Pavement System

This article presents the results of a study of the effectiveness of reducing storm runoff of a permeable pavement system based on the experience of the United States (Minnesota) in stormwater management. The purpose of this article is to identify the most appropriate technology in the process of implementing stormwater management for the city of Almaty. This article uses the methods of reviewing the literature data and calculations on stormwater runoff using the BMP MIDS Calculator tool.

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