contributor author | April BryantMason | |
contributor author | Y. Jun Xu | |
date accessioned | 2017-05-08T21:49:37Z | |
date available | 2017-05-08T21:49:37Z | |
date copyright | May 2013 | |
date issued | 2013 | |
identifier other | %28asce%29he%2E1943-5584%2E0000682.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63561 | |
description abstract | The Mississippi River Flood of 2011 was a record-breaking flood that required the opening of the Morganza Spillway for only the second time since its completion in 1954. The opening brought a large quantity of nitrogen-rich Mississippi River water into the Atchafalaya River, causing widespread inundation in the river corridor wetlands and flood plains. A rapid sampling study was conducted from May 14 through July 20 at the Atchafalaya River’s inflow and outflow locations to determine nitrate transport and retention of the basin during a historic flood event. The goal was to test the hypothesis that riverine wetlands and floodplains in the Lower Mississippi River Basin (LMRB) function as a significant sink for nitrate during an extreme flood event. Based on intensive sampling data, a total nitrate mass of 97,100 Mg entering and 93,500 Mg leaving the Atchafalaya for the 10-week high flood period was estimated. This large quantity of nitrate export represents approximately 54% of the reported long-term average annual nitrate output from the Atchafalaya River Basin. The marginal 4% mass reduction during such a record flood suggests that riverine wetlands and floodplains of the LMRB require substantial engineering to become an effective sink for riverine nitrate. | |
publisher | American Society of Civil Engineers | |
title | Record 2011 Spring Flood of the Mississippi River: How Much Nitrate Was Exported from Its Largest Distributary, the Atchafalaya River, into the Gulf of Mexico? | |
type | Journal Paper | |
journal volume | 18 | |
journal issue | 5 | |
journal title | Journal of Hydrologic Engineering | |
identifier doi | 10.1061/(ASCE)HE.1943-5584.0000660 | |
tree | Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 005 | |
contenttype | Fulltext | |