You may have a point racookpe. A typical 25 mm plate requires about 40 beads using low hydrogen electrodes using SMAW. However, the number of beads required using small diameter electrode and a stringer bead technique is not unreasonable for a groove weld that is 45 mm thick plate.
I would be hesitant to accept a PQR based on the welding parameters of two or three "cherry picked" beads or even 3 or four beads checked at random as the basis of heat input for either a manual or semi-automatic process. Either method will have considerable variations in travel speed as the welder fills the groove. I believe Kjell's posted values vary by 300% using the lowest value as the base point. Those individual weld beads do not necessarily represent typical values, statistically they could be outliers. That's why I record the parameters of each weld bead as they are deposited. The statistical analysis provides a more realistic representation of the welding conditions used by the welder and a better representation of the results. The approach may be conservative and results in tighter control of the parameters listed by the WPS and tighter than that permitted by the applicable welding standard, but in the end it provides more consistent results. I like consistency.
I believe a test witness should be present while the test assembly is being welded to record the parameters used for each bead deposited. Some will argue there is no requirement for someone to witness every weld bead deposited. No argument from me. Most codes have no such stipulation. I had a project where I was required to audit the welding documentation. I noted there was no witness recorded by the PQR. The welding engineer in charge said there is no requirement that a test witness be present. I said. "I agree, but who recorded the welding parameters listed by the PQR?"
"The welder recorded the information while he welded the coupon." was the reply.
I said, "He must be an excellent welder. I would like to meet him."
"That's not a problem. He's in the shop now. He qualifies all of our WPSs because he is our best welder." replied the engineer.
We went out to the shop floor and located the welder. The engineer introduced me to the welder, hand shakes all around, and we got down to business. I showed the PQR to the welder and asked, "Did you record these welding parameters when you welded the test coupon?"
His response was exactly what I expected, "Buddy, you don't know a damn thing about welding do you? You've probably never welded in your life!"
"Why would you say that?" I replied.
"Because anyone that knows anything about welding knows I cannot concentrate on laying a good weld bead and watch the meters on the machine at the same time." was he response to my question. He continued, "How would I keep track of my welding speed?" You could hear in his real thoughts in his voice, he thought I was a complete idiot. How could I be so stupid and know so little about welding?
The welding engineer's face turned dead white. You could see in his eyes he was thinking, "Shut up, stop talking, you're killing me. Pull the knives out of my back!" He knew the jig was up. All the WPSs, the PQRs, and any welder tested to those procedures were voided by the welder's last statement. All the product welded to date was noncompliant with the code and the contract. The mule dung had hit the fan and no one was spared. All the welding procedures and the welders had to be requalified and all the completed and semi completed product were scrapped. A costly miscalculation by the engineer to say the least.
Best regards - Al