scholarly journals Influence of water-level disturbances on the performance of ecological indices for assessing human disturbance: A case study of Georgian Bay coastal wetlands

2021 ◽  
Vol 127 ◽  
pp. 107716
Author(s):  
Danielle Montocchio ◽  
Patricia Chow-Fraser
2014 ◽  
Vol 48 (2) ◽  
pp. 143-159 ◽  
Author(s):  
Alan D. Steinman ◽  
Mary E. Ogdahl ◽  
Maggie Weinert ◽  
Donald G. Uzarski

2011 ◽  
Vol 356-360 ◽  
pp. 2329-2332
Author(s):  
Shu Qin Gao ◽  
Yu Ming Feng

Water source heat pump system(WSHPS) is a new energy saving and environmentally air conditioning system, its degree of influence to groundwater related to the feasibility of construction of WSHPS and development & protection of regional groundwater. After introducing WSHPS, this paper analyzed the influence of WSHPS to groundwater, brought up the protection method to reduce influence. At last, a case study of new campus of Taiyuan university was carried out. The results showed that running of WSHPS won’t bring up disadvantage to groundwater environment.


2016 ◽  
Vol 16 (6) ◽  
pp. 1639-1647 ◽  
Author(s):  
Ying Ouyang ◽  
Gary Feng ◽  
John J. Read ◽  
Theodor D. Leininger ◽  
Johnie N. Jenkins

Although more on-farm storage ponds have been constructed in recent years to mitigate groundwater resources depletion in Mississippi, little effort has been devoted to estimating the ratio of on-farm water storage pond size to irrigated crop land based on pond metrics and its hydrogeological conditions. In this study, two simulation scenarios were chosen to determine such a ratio as well as to investigate pond hydrological processes using a Structural Thinking, Experimental Learning Laboratory with Animation (STELLA) model, one scenario with and the other without using pond water for irrigation for a typical pond that represented the average conditions in East Mississippi. Simulation results showed that pond water level changed moderately for conditions without using its water for irrigation, whereas pond water level changed dramatically for conditions with using its water for irrigation. A reasonable ratio of pond size to irrigated soybeans land was 1:18 if the irrigation rate was 2.54 cm/d (or 1 inch/d) and the low limit of the pond water level was drawn to near zero (0.08 m). For the ratio of 1:18, our simulations further revealed that a 1-ha soybeans land could save about 542 m3 groundwater each year. This study suggests that the STELLA model is a useful tool for estimating the ratio of pond size to irrigated crop land.


2021 ◽  
Author(s):  
Hassiba Beghzim ◽  
Toufik Karech ◽  
Tayeb Bouzid

Abstract The analysis of the failure due to the effect of the propagation of normal and reversed faults with different angles of inclination and by sliding through the Ourkiss dam isstudied numerically. Mainly at the end of construction and at the highest water level, for this purpose the non-linear finite difference method is used considering four fault angles of inclination, activated at the center of the base of the embankment.The results of the study show that the shear stress values increase with the increase of the vertical base displacement imposed in both conditions of the dam state, and this for both normal and overturned faults.


Bauingenieur ◽  
2017 ◽  
Vol 92 (09) ◽  
pp. 377-386 ◽  
Author(s):  
Roman Marte ◽  
Helmut F. Schweiger ◽  
Georg M. Ausweger

Langsame Massenbewegungen stellen eine potenzielle Gefährdung für die Umgebung dar, wenn es aufgrund äußerer Einflüsse zu einem plötzlichen Versagen oder stark zunehmenden Bewegungsraten kommen kann. In diesem Beitrag wird der Einfluss von Stauspiegelschwankungen in einem Speicherbecken auf das Bewegungsverhalten einer langsamen Massenbewegung untersucht. Hierfür werden einerseits die Ergebnisse der messtechnischen Überwachung und andererseits umfangreiche numerische Untersuchungen herangezogen. Im Zuge der numerischen Untersuchungen wird anhand einer Vorstudie der Einfluss von Wasserspiegelschwankungen auf die Porenwasserdrücke im Untergrund untersucht. Dabei wird auch ein quasigesättigter Zustand des Untergrunds mitberücksichtigt. Anschließend werden die dabei gesammelten Erkenntnisse auf ein 2D-Modell angewendet. Ein Vergleich der Berechnungs- und Messergebnisse führt zu einem besseren Verständnis des Verhaltens der Massenbewegung und in weiterer Folge ermöglicht die numerische Untersuchung eine Abschätzung des Einflusses der Wasserspiegelschwankungen auf die Standsicherheit der Massenbewegung. Die durchgeführten Untersuchungen dienen als Grundlage für die Ausarbeitung von Stabilisierungsmaßnahmen.


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