{"id":27925,"date":"2024-02-12T18:17:38","date_gmt":"2024-02-12T17:17:38","guid":{"rendered":"https:\/\/www.vtei.cz\/?p=27925"},"modified":"2024-08-25T20:13:13","modified_gmt":"2024-08-25T19:13:13","slug":"development-of-the-rainwatermanager-software-tool","status":"publish","type":"post","link":"https:\/\/www.vtei.cz\/en\/2024\/02\/development-of-the-rainwatermanager-software-tool\/","title":{"rendered":"Development of the RainWaterManager software tool"},"content":{"rendered":"<h2>ABSTRACT<\/h2>\n<p>Rainwater management is currently one of the\u00a0frequently discussed topics in the\u00a0further territorial development of towns and municipalities. The\u00a0same question is also addressed in the\u00a0context of climate change and its effect on already existing urban areas. Currently, the\u00a0most common solution for the\u00a0disposal of rainwater is its drainage using sewage systems. In connection with climate change, this concept of rainwater management is beginning to show its disadvantages. Rainwater is quickly drained away, which negatively affects moisture conditions in the\u00a0urban landscape. The\u00a0consequence of this is its drying and overheating. Another disadvantage is overloading of sewer networks during extreme rainfall events. The\u00a0solution to eliminate these disadvantages can be an\u00a0effort to retain the\u00a0precipitation at the\u00a0point of impact. However, this concept brings with it a\u00a0number of questions: What measures can be used for this purpose? What are the\u00a0spatial requirements for creating these measures? What is the\u00a0price of their implementation? Can local government demand implementation of these measures by private investors? the\u00a0answers to these questions are often not trivial and depend on the\u00a0specific circumstances and the\u00a0number of assessed criteria. Some help in this regard comes from the\u00a0RainWaterManager software. This tool helps to choose appropriate measures for rainwater management, to estimate its effectiveness, spatial and economic requirements, and shows how their implementation can be promoted.<\/p>\n<h2>INTRODUCTION<\/h2>\n<p>In large cities around the\u00a0world, various adaptation measures have been proposed for a\u00a0long time, one of which is to improve rainwater management [1, 2]. The\u00a0current concept still relies heavily on it being diverted from the\u00a0point of impact. For this, unified or partitioned sewage systems are usually used. The\u00a0shortcomings of this solution are overloading of sewer networks and the\u00a0negative influence of moisture conditions at the\u00a0point of precipitation impact [3]. Overloading of sewer networks occurs in particular in cases of extreme rainfall. Subsequently, the\u00a0absence of moisture in the\u00a0soil profile, caused by the\u00a0rapid drainage of water, negatively affects urban greenery, reduces natural evaporation value, and thus contributes to the\u00a0formation of heat islands and the\u00a0overall deterioration of the\u00a0urban microclimate. Due to the\u00a0ever-increasing manifestations of climate change, it can be expected that the\u00a0frequency of extreme precipitation totals and average temperatures will be increasing [4]. The\u00a0answer to these problems could be a\u00a0new system for rainwater management. The\u00a0main philosophy of this system is the\u00a0retention and use of rainwater at the\u00a0point of impact. The\u00a0promotion of these approaches in urban areas in the\u00a0Czech Republic is currently at the\u00a0stage of planning and implementation of initial projects. Due to the\u00a0need to adapt to climate change, their application is supported in practice, but it often encounters technical, economic, legislative, and institutional difficulties [5, 6]. These semi-natural rainwater management measures (hereinafter referred to as RWM measures) are promoted under the\u00a0name blue-green infrastructure (BGI), the\u00a0purpose of which is to reduce the\u00a0negative effects of climate change and increase the\u00a0comfort of the\u00a0urban environment for its inhabitants [7\u20139].<\/p>\n<p>There are several types of RWM measures that can be used for rainwater management in the\u00a0sense of the\u00a0BGI concept. Primarily, these measures can be divided into five categories according to their function:<\/p>\n<ol>\n<li>capture and use of water (stormwater tanks and its further use, e.g. irrigation),<\/li>\n<li>surface retention (green roofs, permeable and semi-permeable surfaces),<\/li>\n<li>linear and point infiltration (infiltration broad-base terraces, infiltration furrows, infiltration shafts, underground tanks with infiltration),<\/li>\n<li>drainage of the\u00a0area into a\u00a0recipient (drainage ditches),<\/li>\n<li>retention of water with regulated outflow (surface and underground reservoirs with regulated outflow, flood-release basins \u2013 polders, artificial wetlands).<\/li>\n<\/ol>\n<p>The complete list of these measures is extensive and varied. Individual RWM measures differ from each other in the\u00a0type of measure, effectiveness, and implementation and spatial requirements. It also includes measures that have been used for grey water management for a\u00a0long time, introduced in the\u00a0sense of green infrastructure development or their combination [7, 9, 10]. Their implementation is often associated with new construction; however, they can also be added to already existing built-up area. The\u00a0applicability of individual measures depends primarily on the\u00a0physical and geographical conditions of the\u00a0given site and the\u00a0availability of suitable areas (especially in the\u00a0case of an existing built-up area). A\u00a0separate issue is the\u00a0cost and the\u00a0need for their operational maintenance. An important question arises for the\u00a0investor \u2013 which measure to decide on?<\/p>\n<h2>METHODOLOGY AND MATERIAL<\/h2>\n<h3>RWM software development<\/h3>\n<p>RainWaterManager (RWM) software was developed to support the\u00a0user in the\u00a0decision-making process on the\u00a0choice of RWM measures. Primarily, the\u00a0software is intended to help with selecting a\u00a0suitable RWM measure, evaluating its effectiveness, and promoting its implementation. Secondly, it should raise awareness of their existence and use. A\u00a0total of 17 RWM measures are included in the\u00a0software (flood-release basin; stormwater retention tank; underground retention tank; rain garden; green roofs; surface infiltration system; infiltration longitudinal features; concentric surface infiltration; infiltration tunnel; infiltration shaft; underground infiltration drain; rainwater accumulation; pool, wetland in an urbanized landscape; herb beds; green facades; planting trees and shrubs; water features). Individual measures are described in detail in the\u00a0catalogue of RWM measures [10]. The\u00a0digital version of the\u00a0RWM catalogue is part of the\u00a0RWM software.<\/p>\n<p>RWM software is divided into four separate modules. These are accessible through the\u00a0splash window (<em>Fig.\u00a01<\/em>). The\u00a0individual modules are:<\/p>\n<ul>\n<li>\u201eMeasure selection\u201c<\/li>\n<li>\u201eMeasure dimensioning\u201c<\/li>\n<li>\u201eEnforcement tools\u201c<\/li>\n<li>\u201eCatalogue of measures\u201c<\/li>\n<\/ul>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-1.jpg\" rel=\"shadowbox[sbpost-27925];player=img;\"><img decoding=\"async\" width=\"800\" height=\"635\" class=\"alignleft size-full wp-image-27837 lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-1.jpg\" alt=\"\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-1-300x238.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-1-768x610.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/635;\" \/><\/a>\n<h6>Fig.\u00a01. RWM software splash window<\/h6>\n<h3>\u201eMeasure selection\u201c<\/h3>\n<p>This module helps the\u00a0user to choose the\u00a0appropriate RWM measure. The\u00a0user chooses preset answers to 11 questions. The\u00a0questions cover a\u00a0wide range of areas including thematic focus, use of space, natural conditions, local restrictions, and costs of implementation and maintenance. There are a\u00a0total of 38 possible answers. The\u00a0answers are used as input criteria for evaluating the\u00a0appropriateness of measures. Multi-criteria analysis (MCA) is used for this evaluation [11, 12]. In the\u00a0MCA process, all RWM measures available in the\u00a0RWM software are evaluated. Based on the\u00a0choice of a\u00a0specific criterion, all RWM measures are scored. The\u00a0degree of scoring depends on the\u00a0degree of appropriateness of the\u00a0given measure for the\u00a0chosen criterion. If the\u00a0chosen criterion fully corresponds to the\u00a0needs of the\u00a0given measure, it is evaluated with a\u00a0full number of points. In other cases, the\u00a0measure is evaluated with fewer points depending on the\u00a0degree of correspondence. A\u00a0point scale of 1\u20135 is used for the\u00a0assessment (1 \u2013 the\u00a0least, 5 \u2013 the\u00a0most). With each addition of another criterion, each measure is assigned a\u00a0relevant number of points. The\u00a0measure that thus receives the\u00a0highest point evaluation is selected as the\u00a0most appropriate. The\u00a0point values of the\u00a0relationships between criteria and measures are defined in a\u00a0preference matrix. This matrix has been preset to achieve maximum objectivity. However, the\u00a0user can modify the\u00a0preference matrix and thereby inject their own preferences into the\u00a0MCA process.<\/p>\n<p>MCA results are shown both graphically and numerically. Each measure is assigned a\u00a0pictogram within the\u00a0RWM. Pictograms are sorted in descending order based on the\u00a0achieved point score from the\u00a0MCA. The\u00a0relative value of the\u00a0score (max. 100 %) is shown under the\u00a0relevant pictogram. The\u00a0presentation of MCA results in the\u00a0\u201eMeasure selection\u201c window is shown in <em>Fig.\u00a02<\/em>. After clicking on the\u00a0pictogram, the\u00a0user is shown a\u00a0detailed description of a\u00a0specific RWM measure and its application in practice.<\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-2.jpg\" rel=\"shadowbox[sbpost-27925];player=img;\"><img decoding=\"async\" width=\"800\" height=\"291\" class=\"alignleft size-full wp-image-27835 lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-2.jpg\" alt=\"\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-2.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-2-300x109.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-2-768x279.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/291;\" \/><\/a>\n<h6>Fig.\u00a02. Presentation of MCA results in the\u00a0\u201eMeasure selection\u201c module<\/h6>\n<h3>\u201eMeasure dimensioning\u201c<\/h3>\n<p>In this module, the\u00a0user can simply calculate the\u00a0values of selected hydrological characteristics in the\u00a0area and the\u00a0effect of the\u00a0selected RWM measure on these values. The\u00a0user can thus evaluate the\u00a0necessary scope of the\u00a0planned measure, its effectiveness, or price. The\u00a0graphic form of the\u00a0\u201eMeasure dimensioning\u201c panel is shown in <em>Fig.\u00a03<\/em>.<\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-3.jpg\" rel=\"shadowbox[sbpost-27925];player=img;\"><img decoding=\"async\" width=\"800\" height=\"457\" class=\"alignleft size-full wp-image-27833 lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-3.jpg\" alt=\"\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-3.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-3-300x171.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-3-768x439.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/457;\" \/><\/a>\n<h6>Fig.\u00a03. Graphic form of the\u00a0\u201eMeasure dimensioning\u201c module<\/h6>\n<p>For the primary estimation of hydrological characteristics, it is necessary to enter a simplified description of the expected use of the site. The user enters the sizes of the individual areas that together form the area of interest, selects\u00a0their type from the\u00a0menu, and assigns them an inclination value. It is also necessary to indicate the\u00a0amount of design rainfall. It is possible to enter the\u00a0amount of rainfall manually (knowledge of the\u00a0amount of precipitation for rain with a\u00a0duration of t = 15 min and a\u00a0repetition time of p = 0.2 for the\u00a0given site is required), or use data from the\u00a0nearest rain gauge station offered by the\u00a0program. The\u00a0calculation can also consider the\u00a0expected influence of future climate change on the\u00a0value of precipitation intensity [4, 13, 14]. The\u00a0calculation itself is implemented based on the\u00a0rational method [15]. The\u00a0selected hydrological characteristics are the\u00a0values of maximum stormwater runoff, maximum specific runoff, and volume of rainwater to be loaded. Furthermore, the\u00a0blue-green infrastructure coefficient (BGIC) is calculated.<\/p>\n<p>The type and extent of RWM measures that the\u00a0user intends to implement can then be added to the\u00a0primary estimate. It is also necessary to enter what type of area will be replaced by the\u00a0measure. Subsequently, there is a\u00a0new calculation, which takes into account the\u00a0effect of RWM measures on selected hydrological characteristics. When selecting a\u00a0RWM measure, the\u00a0estimated cost of its implementation is also calculated.<\/p>\n<h3>\u201eEnforcement tools\u201c<\/h3>\n<p>The \u201eEnforcement tools\u201c module is primarily intended for the\u00a0public administration representatives. It is an overview of tools that can be used to support and promote effective stormwater management in urban and municipal development sites. The\u00a0individual tools are based on published general lists of tools and their specifications. They are categorized according to the\u00a0hierarchical level of public administration, the\u00a0subject concerned, and the\u00a0phase of the\u00a0process (planning, implementation, operation). The\u00a0goal is to find the\u00a0most suitable tool for the\u00a0given situation. In total, 18 types of instruments are processed, divided into 5 categories (normative; conceptual; coordination and organizational; economic; voluntary and ethical) [16]. The\u00a0MCA method [11, 12] is again used for tool selection. MCA criteria are determined based on the\u00a0choice of answers (17 possible answers in total) to four initial questions. The\u00a0presentation of the\u00a0results is similar to the\u00a0\u201eMeasure selection\u201c module; it is also possible to go to the\u00a0detail of the\u00a0given tool by clicking on the\u00a0pictogram. The\u00a0graphic form of the\u00a0\u201eEnforcement tools\u201c module is shown in <em>Fig.\u00a04<\/em>.<\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-4.jpg\" rel=\"shadowbox[sbpost-27925];player=img;\"><img decoding=\"async\" width=\"800\" height=\"301\" class=\"alignleft size-full wp-image-27831 lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-4.jpg\" alt=\"\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-4.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-4-300x113.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/02\/Bures-obr-4-768x289.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/301;\" \/><\/a>\n<h6>Fig.\u00a04. Graphic form of the\u00a0\u201eEnforcement tools\u201c module<\/h6>\n<h3>\u201eCatalogue of measures\u201c<\/h3>\n<p>The software also includes a\u00a0full-fledged digital version of the\u00a0Catalogue of Measures for Effective Rainwater Management on Development Areas of Urbanized Areas [10]. The\u00a0catalogue contains information about the\u00a0project framework and its connection to the\u00a0TA CR project \u201eSS03010080 \u2013 Interdisciplinary approaches to efficient rainwater management on development sites of urban areas in the\u00a0economic, social and environmental context\u201c, the\u00a0methodology of creating the\u00a0catalogue, the\u00a0catalogue of effective rainwater management elements, the\u00a0catalogue of functional types of development sites, and the\u00a0catalogue of tools for the\u00a0promotion of effective rainwater management.<\/p>\n<p>The RWM software is designed as a\u00a0standalone application (*.exe) developed in the\u00a0C++ programming language. It does not require an installation. The\u00a0software is available in the\u00a0form of a\u00a0distribution package, which contains the\u00a0RWM program and the\u00a0attached documents to which reference is made (catalogue of RWM measures). The\u00a0use of the\u00a0software is not charged or otherwise restricted. The\u00a0software can be found at: https:\/\/www.fzp.czu.cz\/rwm<\/p>\n<h2>RESULTS<\/h2>\n<p>The RWM program serves to support decision-making in the\u00a0area of stormwater management. The\u00a0results it provides to the\u00a0user also correspond to this. The\u00a0\u201eMeasure selection\u201c and \u201eEnforcement tools\u201c modules help the\u00a0user in the\u00a0decision-making process regarding the\u00a0choice of the\u00a0RWM measure itself, or finding a\u00a0way for its enforcement in practice. These decisions are supported by detailed descriptions of individual measures (tools) supplemented by examples of their use in practice. Another type of results is offered by the\u00a0\u201eMeasure dimensioning\u201c module. Here, selected hydrological characteristics are estimated in a\u00a0simplified manner without RWM measures and subsequently with their consideration. The\u00a0user thus gets an idea of the\u00a0effectiveness of the\u00a0selected RWM measure. A\u00a0price estimate for implementation is also calculated. Thanks to this, the\u00a0user has the\u00a0opportunity to compare the\u00a0economic and functional efficiency between individual types of measures.<\/p>\n<p>Other results are:<\/p>\n<ul>\n<li>Maximum rainwater runoff \u2013 indicates the\u00a0maximum runoff (flow) of water (Q [m3\/s]) that flows out of the\u00a0area after\/during a\u00a0precipitation event. The\u00a0calculation is carried out using the\u00a0rational method according to the\u00a0SN\u00a075\u00a06101 standard.<\/li>\n<li>Specific runoff \u2013 q [l\/s\/ha] expresses how much water flows per unit of time from a\u00a0unit area of the\u00a0basin (sub-basin).<\/li>\n<li>Unprocessed volume of precipitation water \u2013 indicates the\u00a0volume of water (V\u00a0[m3]) that will flow from the\u00a0area after\/during a\u00a0precipitation event with a\u00a0duration of 15 min. The\u00a0calculation of this volume is based on the\u00a0rational method (SN 75 6101).<\/li>\n<li>Blue-green infrastructure coefficient (BGIC) \u2013 evaluates the\u00a0statistics of areas in terms of green ecosystem functions (e.g. microclimate, biodiversity, residential function) and natural water circulation functions (retention, infiltration, evaporation, and water purification).<\/li>\n<li>Estimate of economic demand \u2013 this is an indicative price for the\u00a0implementation of the\u00a0given RWM measures. The\u00a0price is calculated as the\u00a0unit price\u00a0(CZK) for 1 m2 (or 1 m3) of the\u00a0implementation of the\u00a0given RWM measure, multiplied by the\u00a0given number of units. In the\u00a0case of selecting several measures, it is the\u00a0sum of the\u00a0prices for the\u00a0implementation of\u00a0individual measures.<\/li>\n<\/ul>\n<h2>DISCUSSION<\/h2>\n<p>The purpose of RWM software is not in any way to replace the design work associated with the proposals for rainwater management measures. It is primarily oriented towards raising awareness of the issue for small investors and public administration representatives. This is also reflected in the very concept of the software, which tries to simplify the given issue as much as possible, supplemented by a lot of explanatory information. RWM is intended to help these user groups raise awareness of the possibilities of using individual RWM measures and their influence on the hydrological situation in the area they manage. Users can thus obtain, for example, information about the extent of RWM\u00a0measures that must be implemented so that there is no runoff from their property, or get an overview of the\u00a0prices for the\u00a0implementation of these measures. For public administration representatives, the\u00a0\u201eEnforcement tools\u201c module further shows the\u00a0ways in which the\u00a0construction of these measures can be enforced within their municipality. However, this does not mean that RWM cannot be used, for example, by users from the\u00a0ranks of civil engineers or designers. It offers these groups the\u00a0possibility of a\u00a0quick orientation assessment of individual RWM measures, or help with estimating the\u00a0spatial and economic requirements for the\u00a0implementation of the\u00a0measures planned. The\u00a0program can also be used by students of economic or technical fields who encounter the\u00a0issue during their studies.<\/p>\n<p>The \u201eMeasure selection\u201c and \u201eEnforcement tools\u201c modules use the\u00a0MCA method in their decision-making mechanisms [11, 12]. It allows comparison of evaluation criteria from different areas of interest (with different units, binary, etc.). In the\u00a0case of the\u00a0\u201eMeasures selection\u201c module, criteria are chosen for selection that consider natural, technical, and legislative restrictions for construction, which result mainly from the\u00a0requirements of the\u00a0relevant technical standards [17, 18]. The\u00a0functional type of the\u00a0development area considers the\u00a0appropriateness of the\u00a0application of individual measures for different types of urban development [10]. It also includes criteria of social need (e.g. the\u00a0need to deals with drought, floods) or criteria that resulted from communication with representatives of local governments (cost of implementation, need for maintenance). The\u00a0MCA process can also work with the\u00a0individual preferences of the\u00a0evaluator. In the\u00a0case of RWM, this means that the\u00a0user can enter this process and modify the\u00a0set values of the\u00a0preference matrix. The\u00a0default setting was made after extensive discussion by the\u00a0research team of the\u00a0SS03010080 project. The\u00a0evaluation criteria in the\u00a0\u201eEnforcement tools\u201c module were selected and evaluated mainly on the\u00a0basis of a\u00a0professional literature search (both Czech and foreign) and on the\u00a0basis of experience from pilot sites and consultations with state administration representatives [19].<\/p>\n<p>The hydrological characteristics produced by the\u00a0\u201eMeasure dimensioning\u201c module are calculated on the\u00a0basis of the\u00a0rational method, the\u00a0modification of which for these purposes is specified in the\u00a0SN 75 6101 standard. During the\u00a0calculation, the\u00a0RWM program considers constant-intensity rain with periodicity p = 0.2 and duration t = 15 min. The\u00a0values for these rains are taken from the\u00a0TNV 75 9010 standard. However, the\u00a0question is whether the\u00a0data on these rains are up-to-date. The\u00a0list of stations, for example, also includes stations that no longer exist (e.g., Plze \u2013 Doudlevce). However, RWM offers the\u00a0possibility to enter current, locally valid data.<\/p>\n<p>The selection of hydrological characteristics considers general requirements for rainwater management. The\u00a0value of maximum runoff is important for the\u00a0user, especially in connection with drainage of water that has not been infiltrated or retained on the\u00a0property. This runoff is drained in the\u00a0direction of the\u00a0hydraulic gradient into the\u00a0recipient (rain sewer, watercourse). In their regulations, the\u00a0recipient administrator can require compliance with the\u00a0maximum value of the\u00a0inflow into the\u00a0recipient. The\u00a0specific runoff follows the\u00a0requirements of the\u00a0TNV 75 9011 standard, which recommends that the\u00a0rainwater runoff does not exceed the\u00a0value of 3 l\/s\/ha of the\u00a0specific runoff. The\u00a0unprocessed volume of stormwater indicates the\u00a0value of the\u00a0precipitation volume that has not been processed (retained, infiltrated) and will flow from the\u00a0area. If the\u00a0user wants to retain all the\u00a0stormwater, they will know how much water still needs to be retained or infiltrated.<\/p>\n<p>RWM also works with the\u00a0predicted influence of climate change on rainfall intensity values. In this regard, some studies focus on seasonal forecasts [4, 13] while others on specific rainfall duration [14]. Studies agree that there will be an increase in precipitation intensity. The\u00a0question remains how big this increase will be. RWM uses a\u00a0relative increase in precipitation intensity for these facts (and also due to their uncertainty). By default, the\u00a0value is set to 15 %, while the\u00a0allowed intensity increase range is 10\u201320 %.<\/p>\n<p>The results also include the\u00a0blue-green infrastructure coefficient (BGIC). This index evaluates RWM measures in terms of green ecosystem functions and natural water cycle functions. The\u00a0index was introduced within the\u00a0SS03010080 project. The\u00a0reason for its introduction was the\u00a0absence of a\u00a0similar index in the\u00a0Czech Republic. The\u00a0most similar indices in this respect were the\u00a0HGF\u00a0(Helsinki Green Factor) [20] and BAF [21] indices. However, none of these factors is adapted to the\u00a0Czech environment \u2013 it does not provide values for all intended RWM measures and categories of areas set for runoff coefficients, on the\u00a0basis of which the\u00a0calculation is carried out using the\u00a0rational method. For this reason, the\u00a0missing values were expertly estimated based on the\u00a0analysis of foreign literature [20\u201323].<\/p>\n<h2>CONCLUSIONS<\/h2>\n<p>The aim of this paper is to present RainWaterManager (RWM) software, to describe its basic functions, and the\u00a0possibilities of its use. RWM software is designed as a\u00a0supporting element in deciding on the\u00a0choice of a\u00a0suitable measure for rainwater management (RWM). It helps users with the\u00a0choice of a\u00a0suitable RWM measure by determining its indicative scope, effectiveness, cost-effectiveness, and by finding mechanisms to enforce the\u00a0implementation of\u00a0these measures in practice. RWM also includes a\u00a0catalogue of RWM measures. In the\u00a0catalogue, individual measures are described in detail and examples of their application in practice are given. RWM is primarily intended for users from public administration and the\u00a0general public. However, its results can be used by civil engineers, planners, and university students who encounter the\u00a0planning of RWM measures or the\u00a0evaluation of their socio-economic functions during their studies.<\/p>\n<h3>Acknowledgements<\/h3>\n<p><em>The paper was created with the\u00a0support of the\u00a0Environment for Life programme of the\u00a0Technology Agency of the\u00a0Czech Republic and the\u00a0project \u201eSS03010080 \u2013 Interdisciplinary approaches to efficient rainwater management on development sites of urban areas in the\u00a0economic, social and environmental context\u201c.<\/em><\/p>\n<p>The Czech version of this article was peer-reviewed, the English version was translated from\u00a0the Czech original by Environmental Translation Ltd.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Rainwater management is currently one of the frequently discussed topics in the further territorial development of towns and municipalities. The same question is also addressed in the context of climate change and its effect on already existing urban areas. Currently, the most common solution for the disposal of rainwater is its drainage using sewage systems. In connection with climate change, this concept of rainwater management is beginning to show its disadvantages. Rainwater is quickly drained away, which negatively affects moisture conditions in the urban landscape. The consequence of this is its drying and overheating. Another disadvantage is overloading of sewer networks during extreme rainfall events. The solution to eliminate these disadvantages can be an effort to retain the precipitation at the point of impact. However, this concept brings with it a number of questions: What measures can be used for this purpose? What are the spatial requirements for creating these measures? What is the price of their implementation? Can local government demand implementation of these measures by private investors? the answers to these questions are often not trivial and depend on the specific circumstances and the number of assessed criteria. Some help in this regard comes from the RainWaterManager software. This tool helps to choose appropriate measures for rainwater management, to estimate its effectiveness, spatial and economic requirements, and shows how their implementation can be promoted.<\/p>\n","protected":false},"author":8,"featured_media":27787,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[88],"tags":[96,3408,3409,3377],"coauthors":[1578,1414,1410,3375,1581],"class_list":["post-27925","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-informatics-cartography-in-water-management","tag-climate-change","tag-rainwater-management","tag-sn-75-9010","tag-tnv-75-9011"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts\/27925","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/users\/8"}],"replies":[{"embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/comments?post=27925"}],"version-history":[{"count":11,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts\/27925\/revisions"}],"predecessor-version":[{"id":32749,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts\/27925\/revisions\/32749"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/media\/27787"}],"wp:attachment":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/media?parent=27925"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/categories?post=27925"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/tags?post=27925"},{"taxonomy":"author","embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/coauthors?post=27925"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}