ML19296B818

From kanterella
Jump to navigation Jump to search
Forwards Listing of Addl Documents for Possible Citation Re Certain Contentions & Response to Request Re Conservation Elasticities
ML19296B818
Person / Time
Site: Allens Creek File:Houston Lighting and Power Company icon.png
Issue date: 01/29/1980
From: Clay Johnson
TEXAS PUBLIC INTEREST RESEARCH GROUP
To: Copeland J
BAKER & BOTTS
References
NUDOCS 8002220105
Download: ML19296B818 (3)


Text

,.,

u uu tJacu:wphu (713)749 3130 4

University of Houston. Houston,Tx. 77004 Texas Public Interest Research Group Box 237 U.C.

J. Gregory Copeland 2al:cr & Potts

[

Houston, TX 77002 i

Dear tir. Copeland:

~t Attach 5d find :

lI (1) A listing of additional documents whic'a may be cited by TexPIFG in reference to certain contentions, per our informal discussion in December, 1979.

(2) A supplement response to your supplemental request regarding conservation elasticities, per your December,'1979 letter to Ier.

Scott.

Sincerely, f

\\ <!

11n

\\ !/

i Ykk'..\\ A jY,hg.

Clarence Johnson i

~

t O

go usec

~

6N I4 05

.SU29 d ** g%e 6, $ 6 p g[w

,s c

6 g/

8002220 log

SIT? SUITABILITY & COOLING LAKE CONTENTIONS Non-Rad Consecuences to the Aouatic Biota and Pisheries of the Guscuenhanna River from the 1979 Accident at TMI Nuclear Station, NURFG 0596 Impingement Dynamics and Age and Growth of Selected Species at Lake Dardanelle, A South Centr 1 Reservoir NUREG 0601 Simulating the Effects of Increased Temperature in Plankton Eco-system NUREG/CR 0974 Comparison of Simulation Models Used in Assessing the Effects of Power Plant Induced Mortality on Fish Populations NUREG/ CR 0474 Demographic Statistics Pertaining to Nuclear Power Reactor Sites UURZG 0348 Examination of Offsite Radiological Emergency Protective Measures for Nuclear Reactor Accidents. Involving Core Melt NUREG/CR*1131 Three Mile Island Telephone Survey NUREG/CR-1093 CONSERVATION CCNTENTION An Integrated Regional Approach to Regulating Energy Facility Siting (Vol. 2) NUREG/CR 024 FIRI' PROTECTION CONTEITTION Nuclear Power Plant Fire Protection Barriers NUREG/CR-0468 Development and Verification of Fire Tests of Cable Systems and System Components Rpt. #2-3, NUREG/CR-0152

Rpt. #4 NUREG/CR-0346 STRESS. CORROSION CRACKING CONTENTION Investigation and Evaluation of Stress Corrosion Cracking in Piping of LWR Plants NUREG 0531 Reactor Primary Coolant System Pipe Rupture Study Method for Detection of Sensitization in Stainless Steel NUREG/CR-0834 Technical Report on Material Selection and Processing Guidelines for BWR Coolant Pressure Boundary Piping NUREG-0313 O

e 4

(Re:

Elasticity Co-efficients Associated with Conservation Content ion).

In general, TexPIRG assumes a co-efficient of the elasti it of demand to be between -1.0 and -1.33 for comme c

y a,

ential users.

-These figures come from the article " National Demand fo Nuclear Power" in the Spring,1976 Bel 1 Journal of E conomics; the co-efficient expressed therein includes the author's calculati i..

of 1.0 and substantiation from two ather studies cited on ere with calculations up to 1.33.

That same article points to a co-efficient of elasticity for industrial demand 'in excess of -2 0 T

., where the demand is limited to a specific geographical rrea 5

TexPIRG assumes these elasticity indicators are open to great change; primarily, i.e,,

increased appliance efficiency increases the elasticit increased knowledge of conservation potential on th y, as does e part of the

~

ratepayer, increased cultural acceptance of a "conservati and increases in technical efficiency of conservation te h on ethic,"

c nology.

Furthermore, the elasticity is not uniform throughout th e c1' asses.

For instance, TexPIRG assumes that an inelastic "b

^

ase" level of electricity consumption exists for residential rattpayers elasticities generally increase as income increases

, and that Elasticity co-efficients are necessary in calculating th of market-induced conservation behavior.

e effects However, TexPIRG believes much conservation capital expenditure can be induced thr' ough legal requirements, and in that case the elasticity calculati i

I on is not necessary.

I I

i a

e 4

.