Files
POC-Matlab/Well.m
2017-07-27 20:51:22 -05:00

521 lines
21 KiB
Matlab

classdef Well < handle
properties(Constant)
% Constants (SHOULD THESE BE ELSEWHERE?)
YM_STEEL=30.5;
YM_FIBERGLASS=7.2;
DIRECTION_UNKNOWN=0;
DIRECTION_UP=1;
DIRECTION_DOWN=2;
end
properties
wellName;
% Instrumentation
device;
mux;
positionSensor;
loadSensor;
% Current Values
currentSurfacePosition,currentSurfaceLoad;
currentDownholePosition,currentDownholeLoad;
currentCard=Card(0);
lastCard=Card(0);
direction=0;
lastDirection=0;
% User Inputs
dt = 1.0 / 30.0;
tubingHeadPressure = 40.0;
fluidGradient = 0.45;
stuffingBoxFriction = 100.0;
numTapers = 3;
tubingAnchorDepth = 0.0;
pumpDiameter = 2.5;
pumpArea;
tubingInnerDiameter = 1.995;
tubingOuterDiameter = 2.375;
tubingCrossSectionalArea;
structuralRating = 320000;
frictionEstimate;
% Production Parameters
kFactor=1.0;
waterBblRatio=0.90;
oilBblRatio=0.10;
gasMcfRatio=5.0;
% Rod String Inputs
c;
rodLength;
rodDiameter;
rodYM;
rodWeightPerFoot;
% Calculated Taper Parameters
a;
area;
pressure;
stretch;
force;
alpha;
xOverA;
factorArray;
lagIndex;
lengthRequired;
centerPoint;
count;
buoyantForceTotal = 0.0;
rodDepthTotal = 0.0;
rodWeightAirTotal = 0.0;
rodWeightFluidTotal = 0.0;
end
properties(Access=private)
topPosArray;
topLoadArray;
% cross-function variables for position and load
% POSITION MUST ALWAYS BE CALLED FIRST.
loadBefore = 0.0;
loadAfter = 0.0;
loadBefore3 = 0.0;
loadAfter3 = 0.0;
tempLoadValue = 0.0;
end
methods
function me = Well(name, sim)
me.wellName = name;
me.c = [0.8 0.8 0.8];
me.rodLength = [1475.0 1525.0 2000.0];
me.rodDiameter = [1.0 0.875 0.750];
me.rodYM = [me.YM_STEEL me.YM_STEEL me.YM_STEEL];
me.rodWeightPerFoot = [Well.lookupRodWeightPerFoot(me.rodYM(1), me.rodDiameter(1)) ...
Well.lookupRodWeightPerFoot(me.rodYM(2), me.rodDiameter(2)) ...
Well.lookupRodWeightPerFoot(me.rodYM(3), me.rodDiameter(3))];
% Initialize
me.a = zeros(1, me.numTapers, 'double');
me.area = zeros(1, me.numTapers+1, 'double');
me.pressure = zeros(1, me.numTapers, 'double');
me.stretch = zeros(1, me.numTapers, 'double');
me.force = zeros(1, me.numTapers, 'double');
me.alpha = zeros(1, me.numTapers, 'double');
me.xOverA = zeros(1, me.numTapers, 'double');
me.factorArray = zeros(1, me.numTapers, 'double');
me.lagIndex = zeros(1, me.numTapers, 'uint8');
me.lengthRequired = zeros(1, me.numTapers, 'uint8');
me.centerPoint = zeros(1, me.numTapers, 'uint8');
me.count = zeros(1, me.numTapers, 'uint8');
me.topPosArray = zeros(10, 250,'double');
me.topLoadArray = zeros(10, 250, 'double');
if logical(sim)
me.device = 0;
me.mux = MuxSetupSim(me.device);
me.positionSensor = AnalogInputSim(me.mux, 1, 0.0, 65535.0, 0.0, 65535.0);
me.loadSensor = AnalogInputSim(me.mux, 2, 0.0, 65535.0, 0.0, 65535.0);
else
me.device = raspi('10.0.0.106', 'pi', 'HenryPump@1903');
me.mux = MuxSetupSim(me.device);
me.positionSensor = AnalogInput(mux, 1, 0.0, 65535.0, 0.0, 140.0);
me.loadSensor = AnalogInput(mux, 2, 0.0, 65535.0, 0.0, 50000.0);
end
me.wellSetup();
end
function wellSetup(me)
me.tubingCrossSectionalArea = (pi / 4) * ...
(power(me.tubingOuterDiameter, 2) - ...
power(me.tubingInnerDiameter,2));
me.pumpArea = power(me.pumpDiameter, 2) * pi;
for i = 1:me.numTapers
me.area(i) = pi / 4 * power(me.rodDiameter(i), 2);
end
for i = 1:me.numTapers
me.a(i) = 1000.0 * sqrt(32.2 * me.rodYM(i) * me.area(i) / me.rodWeightPerFoot(i));
me.rodDepthTotal = me.rodDepthTotal + me.rodLength(i);
if i > 1
me.pressure(i) = me.pressure(i - 1) + me.fluidGradient * me.rodLength(i);
else
me.pressure(i) = me.tubingHeadPressure + me.fluidGradient * me.rodLength(i);
end
me.buoyantForceTotal = me.buoyantForceTotal + me.pressure(i) * (me.area(i+1) - me.area(i));
me.rodWeightAirTotal = me.rodWeightAirTotal + me.rodWeightPerFoot(i) * me.rodLength(i);
me.rodWeightFluidTotal = me.rodWeightAirTotal + me.buoyantForceTotal;
end
for j = 1:me.numTapers
weightData = 0.0;
annularForceData = 0.0;
for i = j+1:me.numTapers
weightData = weightData + me.rodWeightPerFoot(i) * me.rodLength(i);
end
for i = j:me.numTapers-1
annularForceData = annularForceData + me.pressure(i) * (me.area(i) - me.area(i+1));
end
me.force(j) = (-me.area(me.numTapers) * me.pressure(me.numTapers)) + weightData - annularForceData;
me.alpha(j) = (me.force(j) + me.rodWeightPerFoot(j) * me.rodLength(j)) / (me.rodYM(j) * power(10, 6) * me.area(j));
if j > 1
me.stretch(j) = me.stretch(j - 1) + me.alpha(j) * me.rodLength(j) - ...
(me.rodWeightPerFoot(j) * power(me.rodLength(j), 2.0)) / ...
(2.0 * me.rodYM(j) * power(10, 6) * me.area(j));
else
me.stretch(j) = 0.0 + me.alpha(j) * me.rodLength(j) - ...
(me.rodWeightPerFoot(j) * power(me.rodLength(j), 2.0)) / ...
(2.0 * me.rodYM(j) * power(10, 6) * me.area(j));
end
end
for i = 1:me.numTapers
me.xOverA(i) = me.rodLength(i) / me.a(i);
me.lagIndex(i) = floor(me.rodLength(i) / (me.a(i) * me.dt));
me.factorArray(i) = (me.xOverA(i) - double(me.lagIndex(i)) * me.dt) / me.dt;
me.centerPoint(i) = me.lagIndex(i) + 2;
me.lengthRequired(i) = 2 * (me.lagIndex(i) + 1) + 1;
end
me.frictionEstimate = me.rodDepthTotal * 0.10;
end
function pumpPosition = position(me, i)
% Position Function
ai = me.a(i);
ci = me.c(i);
factori = me.factorArray(i);
lengthi = me.rodLength(i);
lagi = double(me.lagIndex(i));
yi = me.rodYM(i) * power(10, 6);
areai = me.area(i);
centeri = me.centerPoint(i);
iBefore = centeri - me.lagIndex(i);
iAfter = centeri + me.lagIndex(i);
me.loadBefore = 0.0;
me.loadAfter = 0.0;
me.loadBefore3 = 0.0;
me.loadAfter3 = 0.0;
pumpPosition = exp(ci * lengthi / (2.0 * ai)) * (me.topPosArray(i, iAfter) + ...
factori * (me.topPosArray(i, iAfter+1) - me.topPosArray(i, iAfter)));
pumpPosition = pumpPosition + exp(-ci * lengthi / (2.0 * ai)) * ...
(me.topPosArray(i,iBefore) + factori * (me.topPosArray(i,iBefore-1) - ...
me.topPosArray(i, iBefore)));
pumpPosition = 0.5 * pumpPosition;
insideIntegral = 0.0;
for jj = 1:2*lagi-1
insideIntegral = insideIntegral + me.dt / (yi * areai) * ...
(exp((-ci * (lagi - jj) *me.dt) / 2.0) * ...
me.topLoadArray(i, iBefore + jj));
end
insideIntegral = insideIntegral + 0.5 * me.dt /(yi * areai) * ...
(exp((-ci * lagi * me.dt) / 2.0) * me.topLoadArray(i, iBefore) + ...
exp((-ci * -lagi * me.dt) / 2.0) * me.topLoadArray(i, iAfter));
me.loadBefore = exp((-ci * lagi * me.dt) / 2.0) * me.topLoadArray(i, iBefore) + ...
factori * (exp((-ci * (lagi + 1) * me.dt) / 2.0) * me.topLoadArray(i, iBefore-1) - ...
exp((-ci * lagi * me.dt) / 2.0) * me.topLoadArray(i, iBefore));
me.loadAfter = exp((-ci * -lagi * me.dt) / 2.0) * me.topLoadArray(i, iAfter) + ...
factori * (exp((-ci * (-lagi - 1) * me.dt) / 2.0) * me.topLoadArray(i, iAfter+1) - ...
exp((-ci * -lagi * me.dt) / 2.0) * me.topLoadArray(i,iAfter));
insideIntegral = insideIntegral + 0.5 * factori * me.dt / (yi * areai) * ...
(me.loadBefore + exp((-ci * lagi * me.dt) / 2.0) * me.topLoadArray(i, iBefore));
insideIntegral = insideIntegral + 0.5 * factori * me.dt / (yi * areai) * ...
(me.loadAfter + exp((-ci * -lagi * me.dt) / 2.0) * me.topLoadArray(i, iAfter));
insideIntegral = 0.5 * ai * insideIntegral;
pumpPosition = pumpPosition + insideIntegral;
insideIntegral = 0.0;
for jj = 1:2*lagi-1
insideIntegral = insideIntegral + me.dt * (exp((-ci * (lagi - jj) * me.dt) / 2.0) * ...
me.topPosArray(i, iBefore+jj));
end
insideIntegral = insideIntegral + 0.5 * me.dt * (exp((-ci * lagi * me.dt) / 2.0) * ...
me.topPosArray(i, iBefore) + exp((-ci * -lagi * me.dt) / 2.0) * ...
me.topPosArray(i, iAfter));
me.loadBefore3 = exp((-ci * lagi * me.dt) / 2.0) * me.topPosArray(i, iBefore) + ...
factori * (exp((-ci * (lagi+1) * me.dt) / 2.0) * me.topPosArray(i, iBefore-1) - ...
exp((-ci * lagi * me.dt) / 2.0) * me.topPosArray(i, iBefore));
me.loadAfter3 = exp((-ci * -lagi * me.dt) / 2.0) * me.topPosArray(i, iAfter) + ...
factori * (exp((-ci * (-lagi-1) * me.dt) / 2.0) * me.topPosArray(i, iAfter+1) - ...
exp((-ci * -lagi * me.dt) / 2.0) * me.topPosArray(i, iAfter));
insideIntegral = insideIntegral + 0.5 * factori * me.dt * (me.loadBefore3 + ...
exp((-ci * lagi * me.dt) / 2.0) * me.topPosArray(i, iBefore));
insideIntegral = insideIntegral + 0.5 * factori * me.dt * (me.loadAfter3 + ...
exp((-ci * -lagi * me.dt) / 2.0) * me.topPosArray(i, iAfter));
insideIntegral = -(ci * lengthi / 4) * 0.5 * (ci / (2.0 * ai)) * insideIntegral;
me.tempLoadValue = insideIntegral / lengthi;
pumpPosition = pumpPosition + insideIntegral;
end
function pumpLoad = load(me, i)
% Load Function
ai = me.a(i);
ci = me.c(i);
lengthi = me.rodLength(i);
lagi = me.lagIndex(i);
yi = me.rodYM(i) * power(10, 6);
areai = me.area(i);
centeri = me.centerPoint(i);
iBefore = centeri - lagi;
iAfter = centeri + lagi;
pumpLoad = 0.5 * (ai / (yi * areai)) * (1 / ai) * (me.loadBefore + me.loadAfter);
tempResult = yi * areai * pumpLoad;
pumpLoad = pumpLoad - (ci * lengthi / 4) * (0.5 * (ci / (2.0 * ai))) * (1 / ai) * ...
(me.loadBefore3 + me.loadAfter3);
ptAfter = (me.topPosArray(i, iAfter+1) - me.topPosArray(i, iAfter-1)) / (2.0 * me.dt);
ptBefore = (me.topPosArray(i, iBefore+1) - me.topPosArray(i, iBefore-1)) / (2.0 * me.dt);
firstPart = (exp((ci * lengthi) / (2.0 * ai)) * ptAfter - exp((-ci * lengthi) / ...
(2.0 * ai)) * ptBefore) / (2.0 * ai);
firstPart = firstPart + (ci * exp((ci * lengthi) / (2.0 * ai)) * ...
me.topPosArray(i, iAfter) - ci * exp((-ci * lengthi) / (2.0 * ai)) * ...
me.topPosArray(i, iBefore)) / (4 * ai);
pumpLoad = yi * areai * (firstPart + pumpLoad); % + tempLoadValue ?
end
function [pumpPosition, pumpLoad, status] = calc(me, polishedRodPosition, lastPolishedRodPosition,...
polishedRodLoad)
me.currentSurfacePosition = polishedRodPosition;
me.currentSurfaceLoad = polishedRodLoad;
pumpPosition = -1.0;
pumpLoad = -1.0;
status = -1;
loadMult = 1.0;
tapersAllowed = 1;
for ii = 2:me.lengthRequired(1)
me.topPosArray(1, ii-1) = me.topPosArray(1, ii);
me.topLoadArray(1, ii-1) = me.topLoadArray(1, ii);
end
me.topPosArray(1, me.lengthRequired(1)) = -1.0 * polishedRodPosition / 12.0;
if polishedRodPosition > lastPolishedRodPosition
me.topLoadArray(1, me.lengthRequired(1)) = loadMult * ...
(polishedRodLoad - me.rodWeightFluidTotal) - me.stuffingBoxFriction;
elseif polishedRodPosition < lastPolishedRodPosition
me.topLoadArray(1, me.lengthRequired(1)) = loadMult * ...
(polishedRodLoad - me.rodWeightFluidTotal) + me.stuffingBoxFriction;
else
me.topLoadArray(1, me.lengthRequired(1)) = loadMult * ...
(polishedRodLoad - me.rodWeightFluidTotal);
end
tap=1;
while tap <= tapersAllowed
me.count(tap) = me.count(tap) + 1;
if me.count(tap) >= me.lengthRequired(tap)
if tap+1 <= me.numTapers
% working our way down to the bottom of the well
for pti = 2:me.lengthRequired(tap+1)+1
me.topPosArray(tap+1, pti-1) = me.topPosArray(tap+1, pti);
me.topLoadArray(tap+1, pti-1) = me.topLoadArray(tap+1, pti);
end
pumpPosition = me.position(tap);
pumpLoad = me.load(tap);
status = 0;
me.topPosArray(tap+1, me.lengthRequired(tap+1)) = pumpPosition;
me.topLoadArray(tap+1, me.lengthRequired(tap+1)) = pumpLoad;
else
pumpPosition = -12.0 * me.position(tap); % + me.stretch(me.numTapers);
me.currentDownholePosition = pumpPosition;
pumpLoad = me.load(tap) + me.force(me.numTapers);
me.currentDownholeLoad = pumpLoad;
status = 1;
end
me.count(tap) = me.count(tap) - 1;
tapersAllowed = tapersAllowed + 1;
if tapersAllowed > me.numTapers
tapersAllowed = me.numTapers;
end
end
tap = tap + 1;
end
end
function directionChanged = checkEndOfStroke(me, numConsecutivePoints)
directionChanged = 0;
tempDirection = me.DIRECTION_UNKNOWN;
startDirection = me.DIRECTION_UNKNOWN;
consecutivePointsAllSameDirection = 1;
if me.positionSensor.history(1) > me.positionSensor.history(2)
tempDirection = me.DIRECTION_UP;
startDirection = me.DIRECTION_UP;
elseif me.positionSensor.history(1) < me.positionSensor.history(2)
tempDirection = me.DIRECTION_DOWN;
startDirection = me.DIRECTION_DOWN;
end
if startDirection == me.DIRECTION_UP
for i = 1:numConsecutivePoints
if me.positionSensor.history(i) <= me.positionSensor.history(i+1)
consecutivePointsAllSameDirection = 0;
end
end
if consecutivePointsAllSameDirection == 1
tempDirection = me.DIRECTION_UP;
end
elseif startDirection == me.DIRECTION_DOWN
for i = 1:numConsecutivePoints
if me.positionSensor.history(i) >= me.positionSensor.history(i+1)
consecutivePointsAllSameDirection = 0;
end
end
if consecutivePointsAllSameDirection == 1
tempDirection = me.DIRECTION_DOWN;
end
end
if tempDirection ~= me.lastDirection
if (tempDirection == me.DIRECTION_UP) && ...
(me.currentCard.numPointsUsed > 1)
directionChanged = 1;
end
me.lastDirection = tempDirection;
end
end
function evalSim(me, s_pos, s_load)
me.positionSensor.read(s_pos);
me.loadSensor.read(s_load);
[d_pos, d_load, d_status] = me.calc(me.positionSensor.lastValue, ...
me.positionSensor.history(2), me.loadSensor.lastValue);
if d_status == 1
me.currentCard.push(me.positionSensor.lastValue, ...
me.loadSensor.lastValue, d_pos, d_load);
end
if me.checkEndOfStroke(5) == 1
me.endOfStroke()
end
end
function endOfStroke(me)
me.currentCard.calcStrokeData(100, me.fluidGradient, me.rodDepthTotal, ...
me.tubingAnchorDepth, me.tubingCrossSectionalArea, ...
me.pumpArea, me.frictionEstimate, ...
me.structuralRating, me.kFactor, me.waterBblRatio, me.oilBblRatio, ...
me.gasMcfRatio);
me.plotCards()
me.lastCard = me.currentCard();
me.currentCard = Card(me.lastCard.strokeNumber + 1);
end
function plotCards(me)
ax1 = subplot(2,2,1);
plot(me.lastCard.surfacePosition(1:me.lastCard.numPointsUsed), ...
me.lastCard.surfaceLoad(1:me.lastCard.numPointsUsed))
title('Last Surface Card')
ax3 = subplot(2,2,3);
plot(me.lastCard.downholePosition(1:me.lastCard.numPointsUsed), ...
me.lastCard.downholeLoad(1:me.lastCard.numPointsUsed), 'r')
title('Last Downhole Card')
ax2 = subplot(2,2,2);
plot(me.currentCard.surfacePosition(1:me.currentCard.numPointsUsed), ...
me.currentCard.surfaceLoad(1:me.currentCard.numPointsUsed))
title('Current Surface Card')
ax4 = subplot(2,2,4);
plot(me.currentCard.downholePosition(1:me.currentCard.numPointsUsed), ...
me.currentCard.downholeLoad(1:me.currentCard.numPointsUsed), 'r')
title('Current Downhole Card')
linkaxes([ax1, ax2, ax3, ax4], 'x')
end
end
methods(Static)
function wtPerFt = lookupRodWeightPerFoot(i_ym, i_diam)
YM_STEEL=30.5;
YM_FIBERGLASS=7.2;
wtPerFt = -1;
if (i_ym == YM_STEEL)
if (i_diam <= 2 && i_diam > 1.75)
wtPerFt = 10.7;
elseif (i_diam <= 1.75 && i_diam > 1.65)
wtPerFt = 8.2;
elseif (i_diam <= 1.65 && i_diam > 1.5)
wtPerFt = 7;
elseif (i_diam <= 1.5 && i_diam > 1.375)
wtPerFt = 6;
elseif (i_diam <= 1.375 && i_diam > 1.125)
wtPerFt = 5;
elseif (i_diam <= 1.125 && i_diam > 1)
wtPerFt = 3.676;
elseif (i_diam <= 1 && i_diam > 0.875)
wtPerFt = 2.904;
elseif (i_diam <= 0.875 && i_diam > 0.75)
wtPerFt = 2.224;
elseif (i_diam <= 0.75 && i_diam > 0.625)
wtPerFt = 1.634;
elseif (i_diam <= 0.625 && i_diam > 0.5)
wtPerFt = 1.13;
elseif (i_diam <= 0.5)
wtPerFt = 0.72;
else
wtPerFt = 0;
end
elseif (i_ym == YM_FIBERGLASS)
if (i_diam <= 1.25 && i_diam > 1.125)
wtPerFt = 1.2879;
elseif (i_diam <= 1.125 && i_diam > 1)
wtPerFt = 1.09;
elseif (i_diam <= 1 && i_diam > 0.875)
wtPerFt = 0.8188;
elseif (i_diam <= 0.875 && i_diam > 0.75)
wtPerFt = 0.6108;
elseif (i_diam <= 0.75)
wtPerFt = 0.484;
else
wtPerFt = 0;
end
end
end
end
end