scholarly journals Filling the Void: The Effect of Stream Bank Soil Pipes on Transient Hyporheic Exchange During a Peak Flow Event

2020 ◽  
Vol 56 (2) ◽  
Author(s):  
William Seth Lotts ◽  
Erich T. Hester
Keyword(s):  
Peak Flow ◽  
Hyporheic Exchange ◽  
Stream Bank

scholarly journals Dynamic Hyporheic Zones: Exploring the Role of Peak Flow Events on Bedform‐Induced Hyporheic Exchange

2019 ◽  
Vol 55 (1) ◽  
pp. 218-235 ◽  
Author(s):  
Tanu Singh ◽  
Liwen Wu ◽  
Jesus D. Gomez‐Velez ◽  
Jörg Lewandowski ◽  
David M. Hannah ◽  
...  
Keyword(s):  
Peak Flow ◽  
Hyporheic Exchange ◽  
Hyporheic Zones

scholarly journals Effects of Successive Peak Flow Events on Hyporheic Exchange and Residence Times

2020 ◽  
Vol 56 (8) ◽  
Author(s):  
Tanu Singh ◽  
Jesus D. Gomez‐Velez ◽  
Liwen Wu ◽  
Anders Wörman ◽  
David M. Hannah ◽  
...  
Keyword(s):  
Peak Flow ◽  
Hyporheic Exchange ◽  
Residence Times

Evaluating a Sewershed Urban Storm Water Model for Variability in Parameter Sensitivity and Resolution Effects

2020 ◽  
Author(s):  
Zhaokai Dong ◽  
Daniel Bain ◽  
Murat Akcakaya ◽  
Carla Ng
Keyword(s):  
Pipe Flow ◽  
Peak Flow ◽  
Model Performance ◽  
Parameter Sensitivity ◽  
Geometric Parameters ◽  
Storm Water ◽  
Parameter Estimates ◽  
Kappa Statistics ◽  
Thiessen Polygon ◽  
Urban Storm

A high-quality parameter set is essential for reliable stormwater models. Model performance can be improved by optimizing initial parameter estimates. Parameter sensitivity analysis is a robust way to distinguish the influence of parameters on model output and efficiently target the most important parameters to modify. This study evaluates efficient construction of a sewershed model using relatively low-resolution (e.g., 30 meter DEM) data and explores model sensitivity to parameters and regional characteristics using the EPA’s Storm Water Management Model (SWMM). A SWMM model was developed for a sewershed in the City of Pittsburgh, where stormwater management is a critical concern. We assumed uniform or log-normal distributions for parameters and used Monte Carlo simulations to explore and rank the influence of parameters on predicted surface runoff, peak flow, maximum pipe flow and model performance, as measured using the Nash–Sutcliffe efficiency metric. By using the Thiessen polygon approach for sub-catchment delineations, we substantially simplified the parameterization of the areas and hydraulic parameters. Despite this simplification, our approach provided good agreement with monitored pipe flow (Nash–Sutcliffe efficiency: 0.41 – 0.85). Total runoff and peak flow were very sensitive to the model discretization. The size of the polygons (modeled subcatchment areas) and imperviousness had the most influence on both outputs. The imperviousness, infiltration and Manning’s roughness (in the pervious area) contributed strongly to the Nash-Sutcliffe efficiency (70%), as did pipe geometric parameters (92%). Parameter rank sets were compared by using kappa statistics between any two model elements to identify generalities. Within our relatively large (9.7 km^2) sewershed, optimizing parameters for the highly impervious (>50%) areas and larger pipes lower in the network contributed most to improving Nash–Sutcliffe efficiency. The geometric parameters influence the water quantity distribution and flow conveyance, while imperviousness determines the subcatchment subdivision and influences surface water generation. Application of the Thiessen polygon approach can simplify the construction of large-scale urban storm water models, but the model is sensitive to the sewer network configuration and care must be taken in parameterizing areas (polygons) with heterogenous land uses.

Morphologic and Engineering Characteristics of East Wasit Watersheds Feeding the Al-Shewicha Trough in Iraq

2020 ◽  
Vol 55 (1) ◽  
Author(s):  
Mohammed S. Shamkhi ◽  
Jasim Mohammed Ridha Azee ◽  
Ali A. Abdul-Sahib
Keyword(s):  
Peak Flow ◽  
Flood Hazard ◽  
Bare Soil ◽  
Elongation Ratio ◽  
High Concentration ◽  
Large Area ◽  
Coarse Texture ◽  
Loam Soil ◽  
High Runoff ◽  
Group B

The Al-Shewicha Trough represents a serious flood hazard to Kut City (the capital of Wasit Province, Iraq) and to the other cities along the Tigris River downstream Kut Barrage, especially in heavy monsoon years. In this study, The Geographic Information System software ArcGIS was used in the morphologic analysis of six river basins that represent the main feeding sources for the Al-Shewicha Trough. The results revealed that the high values for the greatest length of Basins 1, 5, and 6 meant that these watersheds had high concentration time (tc) values, which delay peak flow. All basins consisted of very coarse and permeable subsurface strata that were of coarse texture. Circularity ratio form factor and elongation ratio suggested an elongated shape for all basins with lower peak flow and long duration. Analyses of soil data demonstrated that the soil type that covered a large area was loam soil (classified as hydrologic soil group B), which indicates that all basins had low permeability and high runoff. The predominant land use was bare soil, and all basins had a covering of poor vegetation, which highlighted the fact that basins were highly susceptible to erosion, thus resulting in the generation of higher sedimentation.

Pulmonary Rehabilitation After Lobectomy On Pulmonary Aspergilloma: Case Report

2019 ◽  
pp. 35-41
Author(s):  
Andwi Setiawan Kokok ◽  
Selly Christina Anggoro ◽  
Siti Chandra Widjanantie
Keyword(s):  
Pulmonary Rehabilitation ◽  
Peak Flow ◽  
Case Presentation ◽  
Rehabilitation Programs ◽  
Abnormal Chest ◽  
History Of ◽  
Postural Correction ◽  
Chronic Pulmonary Aspergillosis ◽  
Pulmonary Aspergilloma ◽  
Breathing Retraining

Introduction: Complete resection of aspergilloma in chronic pulmonary aspergillosis (CPA), may has several health problem after surgery berupa sesak napas, batuk yang tidak efektif. Methods: A case presentation of 45 years old woman, after lobectomy on right upper of lung due to aspergilloma, with history of cough and haemoptysis for 3 months. Pulmonary Rehabilitation were breathing retraining exercise (BE), mobilization technique (MT), chest mobility exercise (CM), active cycle breathing technique (ACBT), postural correction exercise (PC) for three weeks. Results: There were dyspnea, peak flow rate (PFR:60-70-60), peak cough flow (PCF: 70-90-60 L/m), and abnormal chest expansion (CE: 2.5 – 3 – 2) cm. After three weeks of Pulmonary Rehabilitation, there were no dyspnea, increased the PCF: 193L/m, and CE: 2.5-4 -3. Conclusion: Pulmonary Rehabilitation programs for three weeks were relieved dyspnea, increased cough capacity and CE.

Large-Scale Application of Biofiltration Swale Runoff Management Practices

2007 ◽  
Vol 2 (2) ◽  
Author(s):  
William C. Lucas
Keyword(s):  
Large Scale ◽  
Management Practices ◽  
Peak Flow ◽  
Low Impact Development ◽  
Urban Runoff ◽  
Management Model ◽  
Check Dams ◽  
Runoff Reduction ◽  
Impervious Area ◽  
Hydrologic Responses

Retaining rainfall where it lands is a fundamental benefit of Low Impact Development (LID). The Delaware Urban Runoff Management Model (DURMM) was developed to address the benefits of LID design. DURMM explicitly addresses the benefits of impervious area disconnection as well as swale flow routing that responds to flow retardance changes. Biofiltration swales are an effective LID BMP for treating urban runoff. By adding check dams, the detention storage provided can also reduce peak rates. This presentation explores how the DURMM runoff reduction approach can be integrated with detention routing procedures to project runoff volume and peak flow reductions provided by BMP facilities. This approach has been applied to a 1,200 unit project on 360 hectares located in Delaware, USA. Over 5 km of biofiltration swales have been designed, many of which have stone check dams placed every 30 to 35 meters to provide detention storage. The engineering involved in the design of such facilities uses hydrologic modeling based upon TR-20 routines, as adapted by the DURMM model. The hydraulic approach includes routing of flows through the check dams. This presentation summarizes the hydrological network, presents the hydrologic responses, along with selected hydrographs to demonstrate the potential of design approach.

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