• No results found

Design study for 3rd generation interferometers Work Package 1 Site identification and infrastructure

N/A
N/A
Protected

Academic year: 2021

Share "Design study for 3rd generation interferometers Work Package 1 Site identification and infrastructure"

Copied!
16
0
0

Bezig met laden.... (Bekijk nu de volledige tekst)

Hele tekst

(1)

Design study

for 3rd generation interferometers Work Package 1

Site identification and infrastructure

Jo van den Brand

e-mail: jo@nikhef.nl

Tübingen, October 9, 2007

(2)

Rüdiger, ‘85

Improved sensitivity compared to LIGO and Virgo

Sensitivity below 10-24 1/sqrt(Hz)

Ultra-low frequency cut-off

Underground site

Multiple interferometers

3 interferometers; triangular configuration?

10 km long arms

2 polarization + redundancy

Design study part of FP7 & ILIAS

Site identification issues: science

(3)

Seismic displacement noise

Seismic displacement noise

Driven by wind, volcanic, seismic activity

Ocean tides, cultural noise (e.g. humans, cars)

Ground-water variations

Complicates operation of ITF, certainly in future designs with high finesse cavities

Active control systems, seismometers feedback to mirrors

Underground

Surface and compression waves

Die exponentially with depth

Surface waves

Compression waves

Courtesy: G.Cella

(4)

Experience: CLIO – Prototype for LCGT

(5)

Experience: underground interferometers

LISM: 20 m Fabry-Perot interferometer, R&D for LCGT, moved from Mitaka (ground based) to Kamioka (underground)

Seismic noise much lower:

Operation becomes easier

102 overall gain 103 at 4 Hz

(6)

Gravity gradient noise

Gravity gradient noise

Time varying contributions to Newtonian background driven by seismic compression waves, ground-water variations, slow-gravity drifts, weather, cultural noise

Determines low-frequency cut-off

Cannot be shielded against

Counter measures

Network of seismometers and development of data correction algorithms

– Analytical studies: G. Cella – Numerical studies

Figure: M.Lorenzini

(7)

NN reduction in caverns

Reduction factor

Cavern radius [m]

Spherical Cavern G.Cella

5 Hz 10 Hz 20 Hz 40 Hz

NN reduction of 104 @5 Hz with a 20 m radius cave

106 overall reduction (far from surface) (Compression waves not included)

102 less seismic noise x 104 geometrical reduction

Compression waves: R. De Salvo

(8)

Ultra soft vibration isolation: sensitivity at low frequency

Upper experimental hall

Credit: R.De Salvo

50-100 m tower to accommodate long suspension for

low frequency goal

Ellipsoidal/spherical cave for newtonian noise reduction 10 km tunnel

Working group 2

(9)

Other criteria

Site selection and evaluation

Site availability and acquisition risk

– Acquire land rights in reasonable time frame

Scientific suitability

– Various noise sources

Construction suitability

– Geological conditions (topography, hydrology) – Environmental considerations

– Legal issues

– Earthwork costs (local soil waste, labor costs)

Operations suitability

– Supporting technical infrastructure (local University support) – Nearby communities (travel time, schools, etc.)

– Operation costs (power, utilities, etc.)

Risks from environmental sources or future development

– Future developments (noise sources) – Earthquakes, etc.

(10)

ILC, NLC, Tesla, VLHC, Muon Source – Site requirements

(11)

Dusel in USA: NSF – July 10, 2007 – 15 M$ study

(12)

Site identification

Gran Sasso

Salt mines

Geological issues

Collaborate with earth science community

– Roma 3, VU Amsterdam

Perform seismic measurements

– Salt mines, granite

– Geotechnical site reports

Existing mines / tunnels

– Horizontal site access

Cost issues

Excavation costs

– Equipment costs

– Crushed rock disposal

Infrastructure

Vacuum, cryogenics

(13)

Logistics for FP7

Define detailed strategy in first WP1 meeting

(14)

FP7 foreseen resources

• 44 kEuro travel

• 1 postdoc for 3 years, 1 postdoc for 2 years

• 30 kEuro for external work

(15)

Summary

Site selection for 3rd generation ITF

Underground site

Seismic activity, gravity gradient noise

Numerous technical issues

Collaborative design study

Interest expressed by

– Caltech - LIGO – CNRS - Annecy – EGO

– Florence – GEO600 – Gran Sasso – Nikhef / VU – Pisa

– Roma 1, 3

Start regular meetings (as soon as EC formalities are completed)

– First meeting at Gran Sasso (E. Coccia)(Underground Lab. Community)

Contact me: jo@nikhef.nl

(16)

Discussion issues

Join the N2 network `Deep Underground Science Laboratories:

DLnet (0.8 MEuro)’.

Referenties

GERELATEERDE DOCUMENTEN

This study assesses offshore operations of MNOCs and the survival of coastal oil-bearing communities, particularly coastal host-communities of Chevron Nigeria

 Surface waves give the main contribution to newtonian noise.  Surface movement dominates the bulk

Seismic TF (bench top/ ground) Floor shaked with big shaker, vert... Attempts to Stiffen the supports.. • Tests with Optic

– Time varying contributions to Newtonian background driven by seismic compression waves, ground-water variations, slow-gravity drifts, weather, cultural noise. –

– Time varying contributions to Newtonian background driven by seismic compression waves, ground-water variations, slow-gravity drifts, weather, cultural noise. –

This theory is then applied to systems of massive objects mov- ing on generalized newtonian orbits, either in bound states or on open scattering trajectories.. The

‘Ik lig daar niet wakker van, zolang de productie maar hoog genoeg blijft en de verse koeien voldoende naar de robot komen.’ Een punt van aandacht noemt Van Nis- telrooy

Er bleek geen verschil te zijn tussen de antwoorden van de begeleiders die werkten vanuit de presentiebenadering en die van de begeleiders die hier niet mee werkten ook niet