Showing posts with label Corso di Costruzioni Idrauliche Trento. Show all posts
Showing posts with label Corso di Costruzioni Idrauliche Trento. Show all posts

Sunday, February 10, 2019

My Hydraulic Construction Class 2019

The new class  is obviously based on the previous classes:
There are some changes however, partially due to the different calendar. The course is essentially divided in three parts:
  • Rainfall analysis and statistics
  • How to design a storm water management system (SWMS)
  • How to design an aqueduct

Tools


Rainfall analysis and statistics is essential to the design of the storm water system and requires some use of Python in Jupyterlab. Design of the SWMS requires the use of some Python, QGIS 2.18, GISWATER and SWMM softwares. The aqueducts require the use of QGIS and its plugin QEPAnet that implements the tool for estimating pressure water called EPANET.  All these tools are open source.

More specifically:
  • Python - Python is a modern programming languages. It will be used for data treatment, estimation of the idf curves of precipitation, some hydraulic calculation and data visualisation. I will use Python mostly as a scripting language to bind and using existing tools. 
  • QGIS is a Geographic Information System. GIS are an essential tool for who works on landscape or planning infrastructures extended on the territory. 
  • SWMM - Is an acronym for Storm Water Management System. Essentially it is a model for the estimation of runoff adjusted to Urban environment. I do not endorse very much its hydrology. However, it is the most used tools by colleagues who cares about storm water management, and I adopt it. It is not a tool for designing storm water networks, and therefore, some more work should be done with Python to fill the gaps.
  • EPANET Is the tool developed by EPA to estimate water distribution networks. 
Installation Instructions (for Windows) by Daniele Della Torre:

SWMM: http://growworkinghard.altervista.org/epa-swmm-how-to-install-step-by-step/

GISWATER: http://growworkinghard.altervista.org/giswater-11-install-windows/

QGIS: http://growworkinghard.altervista.org/qgis-2-18-how-to-install-step-by-step-on-windows/

As you can infer from the previous lines, the class needs to learn some hydrology, some hydraulics and the use of various softwares. As I try to explain in the Syllabus lesson, the first day, there is no space for exploiting all the possibilities implied by the software, nor even to go very deep in the theory of hydrological processes and even in the design of the systems. The student has to become comfortable with the idea that they (singular they) is going to get an introduction to all these topics and they will need further studies to use professionally the received information.  

Foreseen Schedule


T -  stands for a mostly theoretical class
L -  stands for a class in the lab


Precipitation analysis and statistics (and an intro to Python scripting)

2019-02-25 -

2019-03-07
2019-03-11
2019-03-14
2019-03-18
2019-03-21

Storm Water Management System Design


2019-03-25 -  T - Introduction to Storm Water Management System Design
2019-03-25 - L - Working with GISWATER
2019-04-01 T - Elements for the design of stormwaters management systems -I
2019-04-04 - L - Using QGIS and GIS Water for designing the Storm Water Management System

2019-04-08 T - for the design of stormwaters management systems - II
2019-04-11
2019-04-15 (Room 2F - 9 a.m.) Intermediate test (Questions pool).

2019-04-30 Grades of Intermediate test

2019- 05 -02

2019-05-02 - OSF for Italians

Aqueducts

As a general, simple and descriptive reference, the first six chapters of Maurizio Leopardi's book can be useful :
The state of the water supply in Italy is summarised here (Corriere della Sera, 2018-05-16)

Lectures
Some Examples of presentations on the projects of this class:
Other interesting examples of presentations (from the course "Progettazione di acquedotti e fognature):

Tuesday, June 5, 2018

From where do waters arrive

You cannot have an aqueduct if you do not have water to resupply it. So water comes from springs, wells (i.e. from groundwaters) or intakes (surface waters).

Wells
Intakes

Wednesday, May 23, 2018

Saturday, May 12, 2018

Aqueducts YouTube Videos

Here they are the videos of the aqueducts lectures.

Generalities

Distribution Network Topologies

Distribution Network Equations
Design requirements


Verification of the design
To sum up

Tuesday, March 20, 2018

Designing storm waters managements systems

We are arrived then to design a storm water management system. Which are the requirements ? Which are the typical case studies ? Which are the tools for making the right estimations ? These lectures start to give an answer.

Criteri di progettazione delle Fognature pluviali



Esempi di due interventi di progettazione e/o riprogettazione delle fognature pluviali


Criteri di dimensionamento speditivo delle reti di fognatura pluviale (Parte I)



Criteri di dimensionamento speditivo delle reti di fognatura pluviale (Parte II)

Criteri di dimensionamento speditivo delle reti di fognatura pluviale (Parte III)


Using the linear reservoir model to infer the maximum discharge of a hydraulic network


Ancora sul calcolo del diametro interno (speditivo) dei tubi di fognatura

Tuesday, March 13, 2018

Some on statistic of extreme precipitations

These are the lectures that regard the interpolation of Intensity-Duration-Frequency (IDF) curves to rainfall estreme datas. It is covered a  little of theory which will be subsequently used to practically interpolate some data sets. These lectures are part of the class of Hydraulic Constructions and Hydrology held at the University of Trento.

Intensity-duration-frequency curves definition

The Gumbel distribution

Moments method

Maximum likelihood

Minimum squares

Tuesday, February 20, 2018

Costruzioni Idrauliche 2018

This is the material for the 2018 class in Hydraulic constructions at University of Trento. The material, is being revised during the class and is similar to the last year class. A first difference is that slides will be loaded into an Open Science Framework (OSF) repository. More information in the Introductory class below. The name is hydraulic construction. Actually it covers the hydraulic design of a storm water management system and the hydraulic design of an Aqueduct.  With hydraulic design, I mean that the class teach how to calculate the hydraulics of  infrastructure. It will not teach anything else and neither will cover how to really draw them to produce a final executive project. These knowledges are communicated in the class called "Progetto di Costruzioni Idrauliche".

Foreseen Schedule

T - Is a classrom lecture
L - Is a laboratory lecture

Storm water management systems


February



March


April


Instruction for the project of the storm water management system.


Aqueducts


As a general, simple and descriptive reference, the first six chapters of Maurizio Leopardi's book can be useful :
The state of the water supply in Italy is summarised here (Corriere della Sera, 2018-05-16)

May
June
Tools

During the class I will introduce sever tools for calculations.

  • Open Science Framework (OSF): It is a tool for sharing a workflow, especially design for scientific purposes. It allows storage of files and documents and their selective publication on the web.
  • Python - Python is a modern programming languages. It will be used for data treatment, estimation of the idf curves of precipitation, some hydraulic calculation and data visualisation. I will use Python mostly as a scripting language to bind and using existing tools. 
  • SWMM - Is an acronym for Storm Water Management System. Essentially it is a model for the estimation of runoff adjusted to Urban environment. I do not endorse very much its hydrology. However, it is the most used tools by colleagues who cares about storm water management, and I adopt it. It is not a tool for designing storm water networks, and therefore, some more work should be done with Python to fill the gaps.
  • EPANET Is the tool developed by EPA to estimate water distribution networks. 
  • GISWATER: http://growworkinghard.altervista.org/giswater-11-install-windows/
  • QGIS: http://growworkinghard.altervista.org/qgis-2-18-how-to-install-step-by-step-on-windows/
Notes collected by Students:


Some Examples of presentations on the projects of this class:


Questions for the midterm exam
 
Domande della prova intermedia 2017.
 Grades (voti) of the intermediate exam.

Friday, May 15, 2015

La teoria dell'idrogramma Istantaneo Unitario

L'idrogramma instantaneo unitario è una teoria semplificata dell'aggregazione e propagazione dei deflussi. Ecco nel seguito, le mie lezioni (per il corso di Costruzioni Idrauliche per Ingegneri Civili a Trento).  In 2016 I restructured it in parts, and according to new pieces of theory that I developed with Marialaura Bancheri and finding new inspiration form works by Gianluca Botter, Enrico Bertuzzo and Andrea Rinaldo on travel times. A good review is certainly Rigon et al., 2015. Unfortunetely slides are (so far) in Italian.


The new slides:

1   - Introduction
3   - Alternative heuristics (demonstration of equivalence by travel time distribution -TTD- and IUH)
5   - A couple of examples (uniform  and exponential TTD and their names in classical iterpretation)
6   - The geomorphologic instantaneous unit hydrograph GIUH
7   - The width function unit hydrograph WFIUH (for this see also this post on the width function)
9   - Geomorphological dispersion (coming soon)
10 - Hillslope and channel contributions (coming soon)

The old slides

Slides e Audio:

1 - Introduzione allo IUH. Audio 2014 (31.1 MB);  Audio 2015 (19.5 Mb);
2 - Alcune distribuzioni dei tempi di residenza (5.8 Mb); Audio 2015: Alcune distribuzione per tempi di residenza (7.2 Mb).
3 - Idrogramma Istantaneo unitario GeomorfologicoAudio 2014  (16.8 Mb). Audio 2015 (20.3 Mb)
4 - Portate massimeAudio 2014 (17.4 Mb).
5 - L'idrogramma istantaneo unitario basato sulla funzione di ampiezza.

The even older ones:

All the old slides together: La teoria dell'idrogramma istantaneo unitario e dell'idrogramma istantaneo unitario