Title: Arcology Systems Engineering Considerations
1Arcology Systems Engineering Considerations
- Rowin Andruscavage
- ENPM642 Spring 2003
- Prof. John Baras
2Problem
- Much SE work done to improve transportation
networks congestion due to auto traffic, rail
traffic, air traffic, port traffic, etc. - Symptoms of underlying problems with fundamental
city design - Solution apply SE methods to urban design
planning - Throw in some aesthetics
- ARCOLOGY
3Systems Engineering Approach
- Goals Use Cases
- Structural Model
- Behavioral Model
- System Requirements Allocation
- Specifications
- Tradeoff Analysis
- Optimization Criteria
- Problem Formulation
- Pareto Optimal Curves
4Goals Use Cases The Sims Example
5Goals Use Cases
6System Structure
7System StructureExample
8 System Behavior
9System Requirements
Arcology Primitive Requirements 1.     Attend to
basic occupant needs defined in the Individual
use cases described in Live. 1.1.  Provisions
(Feed) 1.1.1.     Food 1.1.2.    Â
Water 1.1.3.     Other consumables (vitamins,
nutrients, etc.) 1.2.  Indirect assets
qualities 1.2.1.     Shelter, security
(Sleep) 1.2.2.     Health, hygiene maintenance
not covered by 1.1.3 (Maintenance) 1.2.2.1.     Â
     Waste removal 2.     Self-sufficiency
sustainability (Work) 2.1.  Extract required
resources from environment 2.2.  Extract labor
from occupants 3.     Improve quality of life
for occupants (Entertain) 3.1. Â
Education 3.2.  Entertainment 3.3.  Social
interaction
Arcology Derived Requirements 1.    Â
Transformations of resources 1.1.  Fuel to Waste
- byproducts of Arcology Requirements 1 1.2. Â
Construction / deconstruction mechanism -
resulting from 2.2 2.     Accounting
transportation mechanism for resources 2.1. Â
Solid - Arcology Requirements 1.1 2.2.  Liquid -
Arcology Requirements 1.1 2.3.  Gaseous -
Arcology Requirements 1.1 2.4.  Information -
Arcology Requirements 3.1,3.2 2.5.  Monetary
credits - intermediary between exchanges and
transformations. 3.     Transportation mechanism
for resources occupants in order to satisfy all
of the above (Travel)
10System Specifications
For Arcology Primitive Requirements 1.    Â
Attend to basic occupant needs defined in the
Individual use cases described in Live. 1.1. Â
Provisions 1.1.1.     Food gt 1.77 kg per
diem 1.1.2.     Water gt 2.3 kg per
diem 1.1.3.     Other consumables (vitamins,
nutrients, etc.) 1.2.  Indirect assets
qualities 1.2.1.     Shelter, security
distribution of 5 - 10 hours of sleep, personal
living quarters with gt 37 m2 of personal living
space. 1.2.2.     Health, hygiene maintenance
not covered by 1.1.3 timely delivery of
emergency supplies services. 1.2.2.1.          Â
Waste removal roughly equivalent to total of
Provisions. 2.     Self-sufficiency
sustainability 2.1.  Extract required resources
from environment varies, should balance with
environmental production rates, if known. 2.2. Â
Extract labor from occupants a distribution of
around 1/3 of the daily cycle. Provide gt 19 m2
of work space. 3.     Improve quality of life
for occupants continually increase amount of
leftover time dedicated to the following 3.1. Â
Education 3.2.  Entertainment 3.3.  Social
interaction
For Arcology Derived Requirements 1.    Â
Transformations of resources 1.1.  Fuel to Waste
roughly 1 to 1 conversion factor by
weight. 1.2.  Construction / deconstruction
mechanism 2.     Accounting transportation
mechanism for resources Conversion, creation,
consumption of each class of resource. 3.    Â
Transportation mechanism for resources
occupants 3.1.  Quantify measures of
effectiveness cost, latency, throughput,
efficiency
11Tradeoff Analysis
- Transportation network design for resource
distribution via mass transit - Each node has unique resources that must be
distributed to other nodes - Hub nodes are proportionally larger both in
resource pools and capacity - Multi-Criteria optimization
- max Profit (revenues operating costs)
- max coverage (min unserved units)
- min change to current fleet size
12LP Formulation
- Constructed as an inventory management problem
- 4 main sets of variables
- Ptijk people from node i going to node j at
time t with final destination k - Ftsij flights of type s from node i going to
node j at time t - PPtik pool of people at node i at time t
whose destination is node k - APtsi pool of aircraft of type s at node i
at time t
Node 1
AP
p31
p12
p13
AP
p21
Node 3
p32
AP
p23
Node 2
13Pareto Optimal Curves- Unserved units vs.
Deviation from fleet size
14Pareto Optimal Curves- Profit vs. Deviations
from fleet size
15Pareto Optimal Curves- Profit vs. Unserved units
16Analysis Conclusions
- Tradeoff curves are a bit too linear to be
interesting need to tweak inputs to find more
complex regions - Need to really tweak inputs in order to get
non-trivial results optimization criteria not
strongly opposed to each other
- Useful for finding slope of coverage line,
allowing tradeoff between cost and maximum
coverage, stable fleet size.
17Future Work,Questions Discussion
- Design of Experiments parametric analysis of
model inputs for preliminary design. - Verification, Validation