scholarly journals Efficient Design of Road Drainage Systems

Water ◽  
2021 ◽  
Vol 13 (12) ◽  
pp. 1661
Author(s):  
José Ángel Aranda ◽  
Carles Beneyto ◽  
Martí Sánchez-Juny ◽  
Ernest Bladé
Keyword(s):  
Surface Water ◽  
Sensitivity Analyses ◽  
Design Criteria ◽  
Storm Events ◽  
Efficient Design ◽  
Design Standards ◽  
Drainage Systems ◽  
Hydraulic Behavior ◽  
Excess Surface ◽  
Drainage Design

Excess surface water on roadways due to storm events can cause hazardous scenarios for traffic. The design of efficient road and transportation facility drainage systems is a major challenge. Different approaches to limit excess surface water can be found in the drainage design standards of different countries. This document presents a method based on hydraulic numerical simulation and the assessment of grate inlet efficiency using the Iber model. The method is suitable for application to design criteria according to the regulations of different countries. The presented method facilitates sensitivity analyses of the performance of different scupper dispositions through the total control of the hydraulic behavior of each of the grate inlets considered in each scenario. The detailed hydraulic information can be the basis of different solution comparisons to make better decisions and obtain solutions that maximize efficiency.

What pesticide legislation forgot about: Pesticide transport through hydraulic shortcuts

2020 ◽  
Author(s):  
Urs Schönenberger ◽  
Christian Stamm
Keyword(s):  
Surface Water ◽  
Surface Waters ◽  
Flow Direction ◽  
Arable Land ◽  
Tile Drainage ◽  
Sensitivity Analyses ◽  
Model Parameters ◽  
Transport Pathway ◽  
Drainage Systems ◽  
Pesticide Transport

<p>Pesticides from agricultural origin may harm surface water quality and pose a risk for aquatic organisms. In Europe, the regulations on agricultural pesticide usage are currently focusing on “classical” pesticide transport pathways, such as surface runoff, spray drift into surface waters, or tile drainage flow. Recent studies have shown that in certain cases also so-called <em>hydraulic shortcuts</em> (e.g. road storm drains, or manholes of the tile drainage systems) can be of major importance for pesticide transport into surface waters. However, until now research has widely neglected this transport pathway.</p><p>In this study, we investigated the relevance of hydraulic shortcuts for the pesticide transport from arable land to surface waters in Switzerland. We selected twenty small catchments throughout the Swiss midlands as study areas by performing a weighted random selection on a nation-wide hydrological catchment stratification dataset. On average, they have an area of 3.5 km<sup>2</sup> with a fraction of 44 % of arable land. In the agricultural areas of these catchments, we mapped hydraulic shortcuts using different data sources: Field surveys, high-resolution aerial images captured by a fixed-wing drone as well as plans of the road storm drains and the tile drainage systems. Subsequently, we modelled the hydrological connectivity of arable areas to surface waters using a digital elevation model and a D-infinity flow direction algorithm. Within this model, we distinguished between areas with a direct and indirect (i.e. via shortcuts) surface water connectivity.</p><p>Our model results show that major fractions of the arable areas with surface water connectivity are not connected directly, but via hydraulic shortcuts: The fraction of indirectly connected areas ranges between 18 % and 90 %, with a median of 52 % for the 20 catchments. In order to check the model robustness we performed sensitivity analyses for different model parameters, such as sink filling depth, maximal flow length, or parameters addressing the influence of roads, forests, and hedges. In certain cases, changes of those model parameters have a strong influence on the absolute extent of directly and indirectly connected areas. However, their fractions compared to the total connected area were insensitive to changes in the model parameters.</p><p>In addition, we will present the results of a model predicting the fraction of arable land connected to shortcuts within a catchment, depending on auxiliary quantities (e.g. length of roads of a certain type, land use, slope). Using this model, we can estimate the arable land fraction per catchment on a national scale.</p>

Some Statistical Properties of Short-Duration Rainfall

1984 ◽  
Vol 16 (8-9) ◽  
pp. 93-100
Author(s):  
D M Hershfield
Keyword(s):  
Short Duration ◽  
Time Distribution ◽  
Distribution Curve ◽  
Frequency Factor ◽  
Design Criteria ◽  
Annual Maximum ◽  
Maximum Rainfall ◽  
Small Areas ◽  
Drainage Design ◽  
Time Distribution Curve

Storm data and climatological quantities from both dense raingage networks and individual stations are used to elucidate some of the important problems in developing drainage design criteria for small areas. Examples are presented displaying the variability of rainfall rates for very short durations of time over very small areas. An “average” time distribution curve is presented along with relationships between rainfall amounts for durations from 2- to 60-min. One example outlines a procedure for estimating and comparing six quantities from series of annual maximum rainfalls for several short durations. The quantities include a frequency factor, 100-yr value, the probable maximum rainfall, and the observed world maximum rainfalls.

scholarly journals The Relevance of Grated Inlets within Surface Drainage Systems in the Field of Urban Flood Resilience. A Review of Several Experimental and Numerical Simulation Approaches

2021 ◽  
Vol 13 (13) ◽  
pp. 7189
Author(s):  
Beniamino Russo ◽  
Manuel Gómez Valentín ◽  
Jackson Tellez-Álvarez
Keyword(s):  
Overland Flow ◽  
Drainage System ◽  
Critical Conditions ◽  
Hydraulic Efficiency ◽  
Storm Events ◽  
Urban Resilience ◽  
Urban Flood ◽  
Drainage Systems ◽  
Surface Drainage ◽  
Intense Storm

Urban drainage networks should be designed and operated preferably under open channel flow conditions without flux return, backwater, or overflows. In the case of extreme storm events, urban pluvial flooding is generated by the excess of surface runoff that could not be conveyed by pressurized sewer pipes, due to its limited capacity or, many times, due to the poor efficiency of surface drainage systems to collect uncontrolled overland flow. Generally, the hydraulic design of sewer systems is addressed more for underground networks, neglecting the surface drainage system, although inadequate inlet spacings and locations can cause dangerous flooding with relevant socio-economic impacts and the interruption of critical services and urban activities. Several experimental and numerical studies carried out at the Technical University of Catalonia (UPC) and other research institutions demonstrated that the hydraulic efficiency of inlets can be very low under critical conditions (e.g., high circulating overland flow on steep areas). In these cases, the hydraulic efficiency of conventional grated inlets and continuous transverse elements can be around 10–20%. Their hydraulic capacity, expressed in terms of discharge coefficients, shows the same criticism with values quite far from those that are usually used in several project practice phases. The grate clogging phenomenon and more intense storm events produced by climate change could further reduce the inlets’ performance. In this context, in order to improve the flood urban resilience of our cities, the relevance of the hydraulic behavior of surface drainage systems is clear.

Lateral Force Resisting Systems Made of Cold-Formed Steel Material: Proposal of Seismic Design Criteria for 2nd Generation of Eurocode 8

2021 ◽  
Vol 885 ◽  
pp. 127-132
Author(s):  
Sarmad Shakeel ◽  
Alessia Campiche
Keyword(s):  
Seismic Design ◽  
Shear Walls ◽  
Lateral Force ◽  
Background Information ◽  
Design Criteria ◽  
Eurocode 8 ◽  
Building Structures ◽  
Design Standards ◽  
Design Strength ◽  
Cold Formed Steel

The current edition of Eurocode 8 does not cover the design of the Cold-Formed steel (CFS) building structures under the seismic design condition. As part of the revision process of Euro-code 8 to reflect the outcomes of extensive research carried out in the past decade, University of Naples “Federico II” is involved in the validation of existing seismic design criteria and development of new rules for the design of CFS systems. In particular, different types of Lateral Force Resisting System (LFRS) are analyzed that can be listed in the second generation of Eurocode 8. The investigated LFRS’s include CFS strap braced walls and CFS shear walls with steel sheets, wood, or gypsum sheathing. This paper provides the background information on the research works and the reference design standards, already being used in some parts of the world, which formed the basis of design criteria for these LFRS systems. The design criteria for the LFRS-s common to CFS buildings would include rules necessary for ensuring the dissipative behavior, appropriate values of the behavior factor, guidelines to predict the design strength, geometrical and mechanical limitations.

Constructed wetlands in UK urban surface drainage systems

2005 ◽  
Vol 51 (9) ◽  
pp. 31-37 ◽  
Author(s):  
B. Shutes ◽  
J.B. Ellis ◽  
D.M. Revitt ◽  
L.N.L. Scholes
Keyword(s):  
Constructed Wetlands ◽  
Design Criteria ◽  
Road Runoff ◽  
Agenda 21 ◽  
Drainage Systems ◽  
Potential Benefits ◽  
Guidance Documents ◽  
Environment Agency ◽  
And Performance ◽  
The Uk

This paper presents the outcome of an inventory of planted wetland systems in the UK which are classified according to land use type and are all examples of sustainable drainage systems. The introduction of constructed wetlands to treat surface runoff essentially followed a 1997 Environment Agency for England and Wales report advocating the use of “soft engineered” facilities including wetlands in the context of sustainable development and Agenda 21. Subsequently published reports by the UK Construction Industry Research and Information Association (CIRIA) have promoted the potential benefits to both developer and the community of adopting constructed wetlands and other vegetated systems as a sustainable drainage approach. In addition, the UK Environment Agency and Highways Agency (HA) have recently published their own design criteria and requirements for vegetative control and treatment of road runoff. A case study of the design and performance of a constructed wetland system for the treatment of road runoff is discussed. The performance of these systems will be assessed in terms of their design criteria, runoff loadings as well as vegetation and structure maintenance procedures. The differing design approaches in guidance documents published in the UK by the Environment Agency, CIRIA and HA will also be evaluated.

scholarly journals Study on the Effectiveness of Infiltration Wells to Reduce Excess Surface Run Off In ITB

2018 ◽  
Vol 147 ◽  
pp. 03008
Author(s):  
Afifah Muhsinatu Mardiah ◽  
Cherish Nurul Ainy ◽  
Mohammad Bagus ◽  
Dhemi Harlan
Keyword(s):  
Drainage System ◽  
Service Area ◽  
Permeable Surface ◽  
Precipitation Data ◽  
Drainage Systems ◽  
The Past ◽  
Design Discharge ◽  
Run Off ◽  
Excess Surface ◽  
New Buildings

Institut Teknologi Bandung (ITB), Ganesha Campus, Indonesia, has an area of 28.86 hectares. The campus is located in Bandung. Starting from 2012, new buildings were constructed within the area, reducing the area of permeable surface significantly. In the past few years, there were several excess run off incidents in the campus. The insufficient area of permeable surface as well as the inadequate capacity of the drainage system contributes to the excess surface run off. The drainage system has only two outlets. Moreover, in some areas, the drainage systems are disconnected. Thus, most the surface run off are stored within the drainage system. The purpose of this study is to evaluate the effectiveness of infiltration wells for reducing the local excess run off in ITB. Precipitation data and drained service area are used to estimate the design discharge from each building in ITB. In order to avoid the excess surface run off of certain locations in ITB, then the infiltration wells are proposed to balance the area of impermeable surface. The effectiveness of the infiltration wells are evaluated by assessing their number to their contribution in reducing the excess surface runs off.

The Interpretation of Human Factors Design Criteria for Nuclear Power Plant Control Room Reviews

1983 ◽  
Vol 27 (1) ◽  
pp. 23-27
Author(s):  
Michael E. Maddox
Keyword(s):  
Human Factors ◽  
Nuclear Power ◽  
Fundamental Problem ◽  
Nuclear Industry ◽  
Design Criteria ◽  
Control Room ◽  
Design Standards ◽  
Room Design ◽  
Power Plant Control ◽  
The Military

As a result of the Three Mile Island-Unit 2 (TMI) accident and subsequent investigations, all U.S. nuclear utilities are being required to review the control rooms in their nuclear generating plants for human factors design adequacy. Before TMI, human factors considerations were not an integral part of the design process in the nuclear industry. The utilities were not well equipped to handle the requirement for control room design reviews (CRDR), so, in an attempt to provide useable guidance for CRDR's, the NRC issued several documents that were based on military design standards and commonly-used equipment design guides. A fundamental problem with the guidance issued by the NRC and others is that much of the design guidance is not directly applicable to a review and backfit process such as the CRDR. This paper presents a description of the ongoing process of applying human factors design criteria from the military and aerospace arena to the review and backfit activities in the nuclear utility industry. This process has, and is, taking place in a broad-based utility working group to which the author acts as a consultant. The work includes a large educational segment in which techniques, such as task analysis, are made explicity applicable to the CRDR. So far, this activity has resulted in four guidelines that have been reviewed by the nuclear utilities.

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